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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 3 supports: There is a pinned support at x=0.200. There is a pinned support at x=0.300. There is a pinned support at x=0.400.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.700. There is a point load, denoted P, applied at x=1.000.
|
The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The pinned support at x=0.400 entails no deflection of the beam at x=0.400.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
|
There is no deflection of the beam at the points x=0.2, 0.3, 0.4.
The deflection above the neutral line decreases from x=0.000 to x=0.200.
The deflection below the neutral line increases from x=0.200 to x=0.258.
The deflection below the neutral line decreases from x=0.258 to x=0.300.
The deflection above the neutral line increases from x=0.300 to x=0.362.
The deflection above the neutral line decreases from x=0.362 to x=0.400.
The deflection below the neutral line increases from x=0.400 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=1.0.Local maxima in deflection above the neutral line occur at: x=0.362.Local maxima in deflection below the neutral line occur at: x=0.258.
|
The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.300. There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.4, 0.648, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.505.
The deflection above the neutral line decreases from x=0.505 to x=0.648.
The deflection below the neutral line increases from x=0.648 to x=0.797.
The deflection below the neutral line decreases from x=0.797 to x=1.000.
The largest deflection above the neutral line occurs at x=0.505. The largest deflection below the neutral line occurs at x=0.0.Local maxima in deflection below the neutral line occur at: x=0.797.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.300. There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=0.600.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.300.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=0.600 entails no deflection of the beam at x=0.600.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
|
There is no deflection of the beam at the points x=0.4, 0.6.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.485.
The deflection above the neutral line decreases from x=0.485 to x=0.600.
The deflection below the neutral line increases from x=0.600 to x=1.000.
The largest deflection above the neutral line occurs at x=0.485. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.400.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.600. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.400.
|
The pinned support at x=0.600 entails no deflection of the beam at x=0.600. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the points x=0.6, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.600.
The deflection above the neutral line increases from x=0.600 to x=0.733.
The deflection above the neutral line decreases from x=0.733 to x=1.000.
The largest deflection above the neutral line occurs at x=0.733. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.800. There is a pinned support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.600.
|
The pinned support at x=0.800 entails no deflection of the beam at x=0.800. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the points x=0.8, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.800.
The deflection above the neutral line increases from x=0.800 to x=0.885.
The deflection above the neutral line decreases from x=0.885 to x=1.000.
The largest deflection above the neutral line occurs at x=0.885. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.200. There is a pinned support at x=0.800.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=1.000.
|
The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=0.800 entails no deflection of the beam at x=0.800.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
|
There is no deflection of the beam at the points x=0.2, 0.8.
The deflection below the neutral line decreases from x=0.000 to x=0.200.
The deflection above the neutral line increases from x=0.200 to x=0.667.
The deflection above the neutral line decreases from x=0.667 to x=0.800.
The deflection below the neutral line increases from x=0.800 to x=1.000.
The largest deflection above the neutral line occurs at x=0.667. The largest deflection below the neutral line occurs at x=1.0.
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The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.700.
The deflection below the neutral line increases from x=0.700 to x=0.837.
The deflection below the neutral line decreases from x=0.837 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.837.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.700.
The deflection below the neutral line increases from x=0.700 to x=0.815.
The deflection below the neutral line decreases from x=0.815 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.815.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.200. There is a pinned support at x=0.800.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=1.000.
|
The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=0.800 entails no deflection of the beam at x=0.800.
The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
|
There is no deflection of the beam at the points x=0.2, 0.8.
The deflection below the neutral line decreases from x=0.000 to x=0.200.
The deflection above the neutral line increases from x=0.200 to x=0.546.
The deflection above the neutral line decreases from x=0.546 to x=0.800.
The deflection below the neutral line increases from x=0.800 to x=1.000.
The largest deflection above the neutral line occurs at x=0.546. The largest deflection below the neutral line occurs at x=1.0.
|
The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.300. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.300. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.3, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.300.
The deflection below the neutral line increases from x=0.300 to x=0.594.
The deflection below the neutral line decreases from x=0.594 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.594.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=0.600.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.700. There is a point load, denoted P, applied at x=1.000.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=0.600 entails no deflection of the beam at x=0.600.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
|
There is no deflection of the beam at the points x=0.4, 0.6.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.515.
The deflection above the neutral line decreases from x=0.515 to x=0.600.
The deflection below the neutral line increases from x=0.600 to x=1.000.
The largest deflection above the neutral line occurs at x=0.515. The largest deflection below the neutral line occurs at x=1.0.
|
The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.600. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.600 entails no deflection of the beam at x=0.600. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.6, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.600.
The deflection above the neutral line increases from x=0.600 to x=0.720.
The deflection above the neutral line decreases from x=0.720 to x=1.000.
The largest deflection above the neutral line occurs at x=0.72. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.300. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
|
The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the points x=0.3, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.300.
The deflection below the neutral line increases from x=0.300 to x=0.540.
The deflection below the neutral line decreases from x=0.540 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.54.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.300. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.600.
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The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
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There is no deflection of the beam at the points x=0.3, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.300.
The deflection below the neutral line increases from x=0.300 to x=0.579.
The deflection below the neutral line decreases from x=0.579 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.579.
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The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.700. There is a point load, denoted P, applied at x=0.800.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.300.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.400.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.600. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.400.
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The pinned support at x=0.600 entails no deflection of the beam at x=0.600. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
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There is no deflection of the beam at the points x=0.6, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.600.
The deflection above the neutral line increases from x=0.600 to x=0.733.
The deflection above the neutral line decreases from x=0.733 to x=1.000.
The largest deflection above the neutral line occurs at x=0.733. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.300. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
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The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
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There is no deflection of the beam at the points x=0.3, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.300.
The deflection below the neutral line increases from x=0.300 to x=0.687.
The deflection below the neutral line decreases from x=0.687 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.687.
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The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.600.
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The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
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There is no deflection of the beam at the point x=0.4 and in the ranges for x from 0.999 to 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.520.
The deflection above the neutral line decreases from x=0.520 to x=0.999.
The deflection remains at the neutral line from x=0.999 to x=1.000.
The largest deflection above the neutral line occurs at x=0.52. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.800. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.700.
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The pinned support at x=0.800 entails no deflection of the beam at x=0.800. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
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There is no deflection of the beam at the points x=0.8, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.800.
The deflection above the neutral line increases from x=0.800 to x=0.885.
The deflection above the neutral line decreases from x=0.885 to x=1.000.
The largest deflection above the neutral line occurs at x=0.885. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.700.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=1.000.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
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There is no deflection of the beam from 0.0 to 0.499, and from 0.501 to 1.0.
The deflection remains at the neutral line from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. There is no deflection of the beam below the neutral line.
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There is no deflection in the beam.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.700.
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The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
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There is no deflection of the beam at the points x=0.4, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.400.
The deflection below the neutral line increases from x=0.400 to x=0.689.
The deflection below the neutral line decreases from x=0.689 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.689.
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The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 3 supports: There is a pinned support at x=0.200. There is a pinned support at x=0.400. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.700.
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The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
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There is no deflection of the beam at the points x=0.2, 0.4, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.200.
The deflection above the neutral line increases from x=0.200 to x=0.315.
The deflection above the neutral line decreases from x=0.315 to x=0.400.
The deflection below the neutral line increases from x=0.400 to x=0.670.
The deflection below the neutral line decreases from x=0.670 to x=1.000.
The largest deflection above the neutral line occurs at x=0.315. The largest deflection below the neutral line occurs at x=0.67.
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The absolute maximum deflection occurs at x = 0.67, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.800. There is a pinned support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.300. There is a point load, denoted P, applied at x=0.700.
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The pinned support at x=0.800 entails no deflection of the beam at x=0.800. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
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There is no deflection of the beam at the points x=0.8, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.800.
The deflection above the neutral line increases from x=0.800 to x=0.885.
The deflection above the neutral line decreases from x=0.885 to x=1.000.
The largest deflection above the neutral line occurs at x=0.885. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.600. There is a pinned support at x=0.700.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=1.000.
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The pinned support at x=0.600 entails no deflection of the beam at x=0.600. The pinned support at x=0.700 entails no deflection of the beam at x=0.700.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
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There is no deflection of the beam at the points x=0.6, 0.7.
The deflection below the neutral line decreases from x=0.000 to x=0.600.
The deflection above the neutral line increases from x=0.600 to x=0.649.
The deflection above the neutral line decreases from x=0.649 to x=0.700.
The deflection below the neutral line increases from x=0.700 to x=1.000.
The largest deflection above the neutral line occurs at x=0.649. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.800.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=1.000.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
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The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.200. There is a pinned support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.600.
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The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
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There is no deflection of the beam at the points x=0.2, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.200.
The deflection below the neutral line increases from x=0.200 to x=0.583.
The deflection below the neutral line decreases from x=0.583 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.583.
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The absolute maximum deflection occurs at x = 0.58, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.200. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.300.
|
The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
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There is no deflection of the beam at the points x=0.2, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.200.
The deflection below the neutral line increases from x=0.200 to x=0.472.
The deflection below the neutral line decreases from x=0.472 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.472.
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The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
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There is no deflection of the beam at the points x=0.7, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.700.
The deflection below the neutral line increases from x=0.700 to x=0.815.
The deflection below the neutral line decreases from x=0.815 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.815.
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The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=1.000.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
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There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.800.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.200.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.700.
The deflection above the neutral line increases from x=0.700 to x=0.827.
The deflection above the neutral line decreases from x=0.827 to x=1.000.
The largest deflection above the neutral line occurs at x=0.827. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=0.800.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=1.000.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=0.800 entails no deflection of the beam at x=0.800.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=1.000 entails a possible deflection of the beam at x=1.000.
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There is no deflection of the beam at the points x=0.4, 0.8.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.600.
The deflection above the neutral line decreases from x=0.600 to x=0.800.
The deflection below the neutral line increases from x=0.800 to x=1.000.
The largest deflection above the neutral line occurs at x=0.6. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
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The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
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The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
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There is no deflection of the beam at the points x=0.7, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.700.
The deflection above the neutral line increases from x=0.700 to x=0.827.
The deflection above the neutral line decreases from x=0.827 to x=1.000.
The largest deflection above the neutral line occurs at x=0.827. The largest deflection below the neutral line occurs at x=0.0.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.700.
The deflection above the neutral line increases from x=0.700 to x=0.800.
The deflection above the neutral line decreases from x=0.800 to x=1.000.
The largest deflection above the neutral line occurs at x=0.8. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.600.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.700.
The deflection above the neutral line increases from x=0.700 to x=0.800.
The deflection above the neutral line decreases from x=0.800 to x=1.000.
The largest deflection above the neutral line occurs at x=0.8. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.200. There is a pinned support at x=0.400.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=0.400 entails no deflection of the beam at x=0.400.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the points x=0.2, 0.4.
The deflection below the neutral line decreases from x=0.000 to x=0.200.
The deflection above the neutral line increases from x=0.200 to x=0.315.
The deflection above the neutral line decreases from x=0.315 to x=0.400.
The deflection below the neutral line increases from x=0.400 to x=1.000.
The largest deflection above the neutral line occurs at x=0.315. The largest deflection below the neutral line occurs at x=1.0.
|
The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
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You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.400.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.300.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.200.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.300. There is a pinned support at x=0.600.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The pinned support at x=0.600 entails no deflection of the beam at x=0.600.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
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There is no deflection of the beam at the points x=0.3, 0.6.
The deflection below the neutral line decreases from x=0.000 to x=0.300.
The deflection above the neutral line increases from x=0.300 to x=0.458.
The deflection above the neutral line decreases from x=0.458 to x=0.600.
The deflection below the neutral line increases from x=0.600 to x=1.000.
The largest deflection above the neutral line occurs at x=0.458. The largest deflection below the neutral line occurs at x=1.0.
|
The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.700.
The deflection above the neutral line increases from x=0.700 to x=0.827.
The deflection above the neutral line decreases from x=0.827 to x=1.000.
The largest deflection above the neutral line occurs at x=0.827. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.300.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
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There is no deflection of the beam at the points x=0.4, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.654.
The deflection above the neutral line decreases from x=0.654 to x=1.000.
The largest deflection above the neutral line occurs at x=0.654. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 3 supports: There is a pinned support at x=0.300. There is a pinned support at x=0.600. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.700.
|
The pinned support at x=0.300 entails no deflection of the beam at x=0.300. The pinned support at x=0.600 entails no deflection of the beam at x=0.600. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the points x=0.3, 0.6, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.300.
The deflection above the neutral line increases from x=0.300 to x=0.473.
The deflection above the neutral line decreases from x=0.473 to x=0.600.
The deflection below the neutral line increases from x=0.600 to x=0.781.
The deflection below the neutral line decreases from x=0.781 to x=1.000.
The largest deflection above the neutral line occurs at x=0.473. The largest deflection below the neutral line occurs at x=0.0.Local maxima in deflection below the neutral line occur at: x=0.781.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.200. There is a point load, denoted P, applied at x=0.300.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200. The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
|
There is no deflection of the beam at the points x=0.4, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.654.
The deflection above the neutral line decreases from x=0.654 to x=1.000.
The largest deflection above the neutral line occurs at x=0.654. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.800. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.700.
|
The pinned support at x=0.800 entails no deflection of the beam at x=0.800. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the points x=0.8, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.800.
The deflection above the neutral line increases from x=0.800 to x=0.867.
The deflection above the neutral line decreases from x=0.867 to x=1.000.
The largest deflection above the neutral line occurs at x=0.867. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.700. There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The pinned support at x=0.700 entails no deflection of the beam at x=0.700. The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the points x=0.7, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.700.
The deflection above the neutral line increases from x=0.700 to x=0.800.
The deflection above the neutral line decreases from x=0.800 to x=1.000.
The largest deflection above the neutral line occurs at x=0.8. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.400. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.4, 1.0.
The deflection above the neutral line decreases from x=0.000 to x=0.400.
The deflection below the neutral line increases from x=0.400 to x=0.727.
The deflection below the neutral line decreases from x=0.727 to x=1.000.
The largest deflection above the neutral line occurs at x=0.0. The largest deflection below the neutral line occurs at x=0.727.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the upward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.300. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.800. There is a pinned support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.400.
|
The pinned support at x=0.800 entails no deflection of the beam at x=0.800. The pinned support at x=1.000 entails no deflection of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400.
|
There is no deflection of the beam at the points x=0.8, 1.0.
The deflection below the neutral line decreases from x=0.000 to x=0.800.
The deflection above the neutral line increases from x=0.800 to x=0.885.
The deflection above the neutral line decreases from x=0.885 to x=1.000.
The largest deflection above the neutral line occurs at x=0.885. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.300.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.400. There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.400 entails a possible deflection of the beam at x=0.400. The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.300. There is a point load, denoted P, applied at x=0.700.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300. The point load applied at x=0.700 entails a possible deflection of the beam at x=0.700.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.200.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.200 entails a possible deflection of the beam at x=0.200.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 1 supports: There is a fixed support at x=1.000.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.300.
|
The fixed support at x=1.000 entails no deflection or rotation of the beam at x=1.000.
The point load applied at x=0.300 entails a possible deflection of the beam at x=0.300.
|
There is no deflection of the beam at the point x=1.0.
The deflection below the neutral line decreases from x=0.000 to x=1.000.
There is no deflection of the beam above the neutral line. The largest deflection below the neutral line occurs at x=0.0.
|
The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
|
|
You are given an image showing a beam with its boundary conditions.
First, describe the extent of the beam along the x-axis. Then, describe the supports acting on the beam and their locations. Then, describe the loads acting on the beam and their locations.
Explain the effect of each support on beam deflection and rotation. Explain the effect of each load on beam deflection.
Describe where the deflection is zero. Describe how the deflection changes along the beam, noting increases or decreases, and whether the deflection is above or below the neutral line.
Identify where the maximum upward and downward deflections occur. State where the absolute maximum deflection occurs, and in what direction it acts.
Be factual and precise. Specify numerical x-locations with three decimal places (e.g., x=0.300). Clearly distinguish between "above" and "below" the neutral line of the beam.
Answer each part completely and separately before moving on to the next. Complete your full explanation before giving the final answer.
The magnitudes for E, A, I, P are not of significance.
|
The image shows a beam of length 1.0, extending from x=0.000 to x=1.000.
The beam has 2 supports: There is a pinned support at x=0.200. There is a pinned support at x=0.400.
The beam is subjected to 2 loads: There is a point load, denoted P, applied at x=0.600. There is a point load, denoted P, applied at x=0.800.
|
The pinned support at x=0.200 entails no deflection of the beam at x=0.200. The pinned support at x=0.400 entails no deflection of the beam at x=0.400.
The point load applied at x=0.600 entails a possible deflection of the beam at x=0.600. The point load applied at x=0.800 entails a possible deflection of the beam at x=0.800.
|
There is no deflection of the beam at the points x=0.2, 0.4.
The deflection below the neutral line decreases from x=0.000 to x=0.200.
The deflection above the neutral line increases from x=0.200 to x=0.315.
The deflection above the neutral line decreases from x=0.315 to x=0.400.
The deflection below the neutral line increases from x=0.400 to x=1.000.
The largest deflection above the neutral line occurs at x=0.315. The largest deflection below the neutral line occurs at x=1.0.
|
The absolute maximum deflection occurs at x = 1.00, and it is in the downward direction.
|
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