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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.
|
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 fixed support at x=0.000. There is a pinned support at x=0.500. 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=0.700.
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The fixed support at x=0.000 entails no deflection or rotation of the beam at x=0.000. The pinned support at x=0.500 entails no deflection of the beam at x=0.500. 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=0.700 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=0.0, 0.382, 0.499, 1.0.
The deflection below the neutral line increases from x=0.000 to x=0.206.
The deflection below the neutral line decreases from x=0.206 to x=0.382.
The deflection above the neutral line increases from x=0.382 to x=0.446.
The deflection above the neutral line decreases from x=0.446 to x=0.499.
The deflection below the neutral line increases from x=0.499 to x=0.751.
The deflection below the neutral line decreases from x=0.751 to x=1.000.
The largest deflection above the neutral line occurs at x=0.446. The largest deflection below the neutral line occurs at x=0.751.Local maxima in deflection below the neutral line occur at: x=0.206.
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The absolute maximum deflection occurs at x = 0.75, 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 fixed support at x=0.000. 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=0.000 entails no deflection or rotation of the beam at x=0.000. 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=0.800 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=0.0, 1.0.
The deflection below the neutral line increases from x=0.000 to x=0.615.
The deflection below the neutral line decreases from x=0.615 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=0.615.
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The absolute maximum deflection occurs at x = 0.62, 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 fixed support at x=0.000. 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=0.000 entails no deflection or rotation of the beam at x=0.000. 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=0.600 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=0.0, 1.0.
The deflection below the neutral line increases from x=0.000 to x=0.545.
The deflection below the neutral line decreases from x=0.545 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=0.545.
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The absolute maximum deflection occurs at x = 0.55, 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 fixed support at x=0.000. 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=0.000 entails no deflection or rotation of the beam at x=0.000. 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=0.200 entails a possible deflection of the beam at x=0.200.
|
There is no deflection of the beam at the points x=0.0, 1.0.
The deflection below the neutral line increases from x=0.000 to x=0.385.
The deflection below the neutral line decreases from x=0.385 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=0.385.
|
The absolute maximum deflection occurs at x = 0.38, 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 3 supports: There is a fixed support at x=0.000. There is a pinned support at x=0.400. 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=0.100.
|
The fixed support at x=0.000 entails no deflection or rotation of the beam at x=0.000. 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=0.100 entails a possible deflection of the beam at x=0.100.
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There is no deflection of the beam at the points x=0.0, 0.4, 0.8.
The deflection below the neutral line increases from x=0.000 to x=0.178.
The deflection below the neutral line decreases from x=0.178 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.569.
The deflection above the neutral line decreases from x=0.569 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=0.569. The largest deflection below the neutral line occurs at x=0.178.
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The absolute maximum deflection occurs at x = 0.18, 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 fixed support at x=0.000. 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=0.900.
|
The fixed support at x=0.000 entails no deflection or rotation of the beam at x=0.000. 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=0.900 entails a possible deflection of the beam at x=0.900.
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There is no deflection of the beam at the point x=1.0 and in the ranges for x from 0.0 to 0.001.
The deflection remains at the neutral line from x=0.000 to x=0.001.
The deflection below the neutral line increases from x=0.001 to x=0.643.
The deflection below the neutral line decreases from x=0.643 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=0.643.
|
The absolute maximum deflection occurs at x = 0.64, 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 3 supports: There is a fixed support at x=0.000. There is a pinned support at x=0.400. There is a pinned support at x=0.500.
The beam is subjected to 1 loads: There is a point load, denoted P, applied at x=0.600.
|
The fixed support at x=0.000 entails no deflection or rotation of the beam at x=0.000. The pinned support at x=0.400 entails no deflection of the beam at x=0.400. The pinned support at x=0.500 entails no deflection of the beam at x=0.500.
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=0.4, 0.499 and in the ranges for x from 0.0 to 0.001.
The deflection remains at the neutral line from x=0.000 to x=0.001.
The deflection below the neutral line increases from x=0.001 to x=0.267.
The deflection below the neutral line decreases from x=0.267 to x=0.400.
The deflection above the neutral line increases from x=0.400 to x=0.460.
The deflection above the neutral line decreases from x=0.460 to x=0.499.
The deflection below the neutral line increases from x=0.499 to x=1.000.
The largest deflection above the neutral line occurs at x=0.46. The largest deflection below the neutral line occurs at x=1.0.Local maxima in deflection below the neutral line occur at: x=0.267.
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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=0.100. 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=0.100 entails a possible deflection of the beam at x=0.100. 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 3 supports: There is a pinned support at x=0.600. There is a pinned support at x=0.700. 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=0.100. There is a point load, denoted P, applied at x=0.900.
|
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 pinned support at x=0.800 entails no deflection of the beam at x=0.800.
The point load applied at x=0.100 entails a possible deflection of the beam at x=0.100. The point load applied at x=0.900 entails a possible deflection of the beam at x=0.900.
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There is no deflection of the beam at the points x=0.6, 0.7, 0.78, 0.8.
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=0.637.
The deflection above the neutral line decreases from x=0.637 to x=0.700.
The deflection below the neutral line increases from x=0.700 to x=0.729.
The deflection below the neutral line decreases from x=0.729 to x=0.780.
The deflection above the neutral line increases from x=0.780 to x=0.791.
The deflection above the neutral line decreases from x=0.791 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=0.637. The largest deflection below the neutral line occurs at x=0.0.Local maxima in deflection above the neutral line occur at: x=0.791.Local maxima in deflection below the neutral line occur at: x=0.729.
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The absolute maximum deflection occurs at x = 0.00, and it is in the downward direction.
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