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{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "-P", "moment": "0"}, {"coordinate": "L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "P"}, {"point": "L", "type": "Force", "value": "0"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "L"], "shear_force": "0", "bending_moment": "0"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "L"], "deflection": "0", "rotation": "0"}]}
[ "Question: \nDetermine the reaction forces at the pin support (x=0) and the roller support (x=L) for a beam of length L with a downward point load of -P at x=0.0*L.", "Given a beam of length L with a pin support at one end and a roller support at the other, and a downward-point load of -P at the loaded end, calculate the reaction forces at the supports.", "What are the reaction forces at the pin and roller supports of a beam with length L, a downward point load of -P at one end, and supported by a pin at x=0 and a roller at x=L?", "What are the reaction forces at the pin support (x=0) and the roller support (x=L) of a beam with length L, given a downward point load of -P at the pin support end?" ]
[ "P", "0" ]
1
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{"local_extrema": [], "null": [[0.5, 0]]}
{"local_extrema": [[0.0, -0.0], [0.5, -0.25], [1.0, 0.0]], "null": [[0.0, 0], [1.0, 0]]}
{"local_extrema": [[0.0, 0.0625], [1.0, -0.0625]], "null": [[0.5, 0]]}
{"local_extrema": [[0.0, 0.0], [0.5, 0.020833333333333336], [1.0, 1.3877787807814457e-17]], "null": [[0.0, 0], [1.0, 0]]}
{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "0", "moment": "0"}, {"coordinate": "0.5*L", "type": "Continuity point", "load": "-P", "moment": "0"}, {"coordinate": "L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "0.5*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}, {"span": ["0.5*L", "L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "0.5*P"}, {"point": "L", "type": "Force", "value": "0.5*P"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "0.5*L"], "shear_force": "-0.5*P", "bending_moment": "0.5*P*x"}, {"span": ["0.5*L", "L"], "shear_force": "0.5*P", "bending_moment": "0.5*L*P - 0.5*P*x"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "0.5*L"], "deflection": "-0.0625*L**2*P*x/(E*I) + 0.0833333333333333*P*x**3/(E*I)", "rotation": "-0.0625*L**2*P/(E*I) + 0.25*P*x**2/(E*I)"}, {"span": ["0.5*L", "L"], "deflection": "0.0208333333333333*L**3*P/(E*I) - 0.1875*L**2*P*x/(E*I) + 0.25*L*P*x**2/(E*I) - 0.0833333333333333*P*x**3/(E*I)", "rotation": "-0.1875*L**2*P/(E*I) + 0.5*L*P*x/(E*I) - 0.25*P*x**2/(E*I)"}]}
[ "Given a beam of length L with a pin support at x=0 and a roller support at x=L, and a downward point load of magnitude P at x=0.5L, calculate the reaction forces at the supports.", "Given a beam of length \\( L \\) supported by a pin at \\( x = 0 \\) and a roller at \\( x = L \\), with a downward point load \\( -P \\) applied at \\( x = 0.5L \\), calculate the reaction forces at the supports.", "Calculate the reaction forces at the pin support (x=0) and the roller support (x=L) for a beam of length L with a downward point load of -P at x=0.5L.", "Calculate the reaction forces at the pin and roller supports of a beam with length L, where a downward point load of magnitude P is applied at the midpoint (x = 0.5L)." ]
[ "0.5P", "0.5P" ]
2
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{"P": "-2*P", "q": 0, "L": "L", "M": 0, "E": "E", "I": "I"}
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{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "-2*P", "moment": "0"}, {"coordinate": "L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "2*P"}, {"point": "L", "type": "Force", "value": "0"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "L"], "shear_force": "0", "bending_moment": "0"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "L"], "deflection": "0", "rotation": "0"}]}
[ "Calculate the reaction forces at the pin support (x=0) and the roller support (x=L) for a simply supported beam of length L with a downward point load of -2P at the pin.", "Given a beam of length \\( L \\) with a pin support at \\( x = 0 \\) and a roller support at \\( x = L \\), and a downward point load of \\( -2P \\) at \\( x = 0 \\), calculate the reaction forces at the supports.", "Given a beam of length \\( L \\) with a pin support at \\( x = 0 \\) and a roller support at \\( x = L \\), and a downward-point load of \\( -2P \\) at \\( x = 0 \\), calculate the reaction forces at the supports.", "Question: \nDetermine the reaction forces at the pin support (x=0) and the roller support (x=L) for a beam of length L with a downward point load of -2P applied at x=0." ]
[ "2P", "0" ]
3
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{"local_extrema": [], "null": [[0.5, 0]]}
{"local_extrema": [[0.0, -0.0], [0.5, -1.0], [1.0, 0.0]], "null": [[0.0, 0], [1.0, 0]]}
{"local_extrema": [[0.0, 0.25], [1.0, -0.25]], "null": [[0.5, 0]]}
{"local_extrema": [[0.0, 0.0], [0.5, 0.08333333333333334], [1.0, -4.163336342344337e-17]], "null": [[0.0, 0], [0.9999999999999998, 0]]}
{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "0", "moment": "0"}, {"coordinate": "0.5*L", "type": "Continuity point", "load": "-2*P", "moment": "0"}, {"coordinate": "L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "0.5*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}, {"span": ["0.5*L", "L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "P"}, {"point": "L", "type": "Force", "value": "P"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "0.5*L"], "shear_force": "-P", "bending_moment": "P*x"}, {"span": ["0.5*L", "L"], "shear_force": "P", "bending_moment": "L*P - P*x"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "0.5*L"], "deflection": "-0.125*L**2*P*x/(E*I) + P*x**3/(6*E*I)", "rotation": "-0.125*L**2*P/(E*I) + P*x**2/(2*E*I)"}, {"span": ["0.5*L", "L"], "deflection": "0.0416666666666667*L**3*P/(E*I) - 0.375*L**2*P*x/(E*I) + L*P*x**2/(2*E*I) - P*x**3/(6*E*I)", "rotation": "-0.375*L**2*P/(E*I) + L*P*x/(E*I) - P*x**2/(2*E*I)"}]}
[ "Question: Determine the reaction forces at the pin and roller supports of a beam with length L, supported at x=0 (pin) and x=L (roller), subjected to a downward point load of -2P at x=0.5L.", "Calculate the reaction forces at the pin support (x=0) and the roller support (x=L) for a statically loaded beam of length L, with a point downward load of -2P applied at x=0.5L.", "Question: \nDetermine the reaction forces at the pin support (x=0) and the roller support (x=L) for a statically loaded beam of length L with a downward-point load of -2P applied at x=0.5L.", "Given a beam of length L with a pin support at x=0 and a roller support at x=L, and a downward point load of -2P at x=0.5L, calculate the reaction forces at the supports." ]
[ "P", "P" ]
4
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{"P": "-P", "q": 0, "L": "2*L", "M": 0, "E": "E", "I": "I"}
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{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "-P", "moment": "0"}, {"coordinate": "2*L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "2*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "P"}, {"point": "2*L", "type": "Force", "value": "0"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "2*L"], "shear_force": "0", "bending_moment": "0"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "2*L"], "deflection": "0", "rotation": "0"}]}
[ "Question: \nGiven a beam of length 2*L with a pin support at x=0 and a roller support at x=2*L, and a downward point load of -P at x=0.0*L, calculate the reaction forces at the supports.", "Question: Determine the reaction forces at the pin and roller supports of a simply supported beam with a length of 2*L, subjected to a downward point load of magnitude P at the pin support location.", "What are the reaction forces at the pin and roller supports of a beam with a length of 2*L, supported at x=0 (pin) and x=2*L (roller), with a downward point load of -P at x=0?", "Given a beam of length 2*L with a pin support at x=0 and a roller support at x=2*L, and a downward point load of -P at x=0.0*L, calculate the reaction forces at the supports." ]
[ "P", "0" ]
5
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{"local_extrema": [], "null": [[2.0, 0]]}
{"local_extrema": [[0.0, -0.0], [2.0, -1.0], [4.0, 0.0]], "null": [[0.0, 0], [4.0, 0]]}
{"local_extrema": [[0.0, 1.0], [4.0, -1.0]], "null": [[2.0, 0]]}
{"local_extrema": [[0.0, 0.0], [2.0, 1.3333333333333335], [4.0, 2.220446049250313e-15]], "null": [[0.0, 0], [4.0, 0]]}
{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "0", "moment": "0"}, {"coordinate": "1.0*L", "type": "Continuity point", "load": "-P", "moment": "0"}, {"coordinate": "2*L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "1.0*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}, {"span": ["1.0*L", "2*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "0.5*P"}, {"point": "2*L", "type": "Force", "value": "0.5*P"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "1.0*L"], "shear_force": "-0.5*P", "bending_moment": "0.5*P*x"}, {"span": ["1.0*L", "2*L"], "shear_force": "0.5*P", "bending_moment": "L*P - 0.5*P*x"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "1.0*L"], "deflection": "-0.25*L**2*P*x/(E*I) + 0.0833333333333333*P*x**3/(E*I)", "rotation": "-0.25*L**2*P/(E*I) + 0.25*P*x**2/(E*I)"}, {"span": ["1.0*L", "2*L"], "deflection": "0.166666666666667*L**3*P/(E*I) - 0.75*L**2*P*x/(E*I) + 0.5*L*P*x**2/(E*I) - 0.0833333333333333*P*x**3/(E*I)", "rotation": "-0.75*L**2*P/(E*I) + 1.0*L*P*x/(E*I) - 0.25*P*x**2/(E*I)"}]}
[ "What are the reaction forces at the pin support (R_A) and the roller support (R_B) of a beam with a length of 2*L, supported at x=0 and x=2*L respectively, with a downward point load of P at x=L?", "What are the reaction forces at the supports of a beam with a length of 2*L, supported at x=0 (pin) and x=2*L (roller), with a downward point load of -P applied at x=1.0*L?", "Given a beam with a length of 2*L, supported by a pin at x=0 and a roller at x=2*L, and subjected to a downward point load of -P at x=1.0*L, calculate the reaction forces at the supports.", "What are the reaction forces at the pin support (x=0) and roller support (x=2*L) for a beam of length 2*L with a downward point load of P at x=1*L?" ]
[ "0.5P", "0.5P" ]
6
0
{"P": "-2*P", "q": 0, "L": "2*L", "M": 0, "E": "E", "I": "I"}
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{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "-2*P", "moment": "0"}, {"coordinate": "2*L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "2*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "2*P"}, {"point": "2*L", "type": "Force", "value": "0"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "2*L"], "shear_force": "0", "bending_moment": "0"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "2*L"], "deflection": "0", "rotation": "0"}]}
[ "Question: \nGiven a beam of length 2*L with a pin support at x=0 and a roller support at x=2*L, and a downward point load of -2*P at x=0, calculate the reaction forces at both supports.", "Given a beam with a length of 2*L, supported by a pin at x=0 and a roller at x=2*L, and subjected to a downward point load of -2*P at x=0.0*L, calculate the reaction forces at the supports.", "Calculate the reaction forces at the pin and roller support of a 2*L beam with a downward point load of -2*P at x=0.", "Question: Calculate the reaction forces at the pin support (x=0) and the roller support (x=2*L) for a beam of length 2*L with a downward point load of -2*P at the fixed end." ]
[ "2P", "0" ]
7
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{"local_extrema": [], "null": [[2.0, 0]]}
{"local_extrema": [[0.0, -0.0], [2.0, -4.0], [4.0, 0.0]], "null": [[0.0, 0], [4.0, 0]]}
{"local_extrema": [[0.0, 4.0], [4.0, -4.0]], "null": [[2.0, 0]]}
{"local_extrema": [[0.0, 0.0], [2.0, 5.333333333333334], [4.0, -1.5987211554602254e-14]], "null": [[0.0, 0], [3.999999999999996, 0]]}
{"header": "Beam points", "points": [{"coordinate": "0", "type": "Pinned Support", "load": "0", "moment": "0"}, {"coordinate": "1.0*L", "type": "Continuity point", "load": "-2*P", "moment": "0"}, {"coordinate": "2*L", "type": "Roller", "load": "0", "moment": "0"}]}
{"header": "Beam segments", "segments": [{"span": ["0", "1.0*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}, {"span": ["1.0*L", "2*L"], "young_modulus": "E", "inertia": "I", "distributed_load": "0"}]}
{"header": "Exterior Reactions", "reactions": [{"point": "0", "type": "Force", "value": "P"}, {"point": "2*L", "type": "Force", "value": "P"}]}
{"header": "Internal Loads", "segments": [{"span": ["0", "1.0*L"], "shear_force": "-P", "bending_moment": "P*x"}, {"span": ["1.0*L", "2*L"], "shear_force": "P", "bending_moment": "2.0*L*P - P*x"}]}
{"header": "Rotation and deflection", "segments": [{"span": ["0", "1.0*L"], "deflection": "-0.5*L**2*P*x/(E*I) + P*x**3/(6*E*I)", "rotation": "-0.5*L**2*P/(E*I) + P*x**2/(2*E*I)"}, {"span": ["1.0*L", "2*L"], "deflection": "0.333333333333333*L**3*P/(E*I) - 1.5*L**2*P*x/(E*I) + 1.0*L*P*x**2/(E*I) - 0.166666666666667*P*x**3/(E*I)", "rotation": "-1.5*L**2*P/(E*I) + 2.0*L*P*x/(E*I) - 0.5*P*x**2/(E*I)"}]}
[ "Given a beam with a length of 2*L, supported by a pin at x=0 and a roller at x=2*L, and subjected to a downward point load of -2*P at x=1.0*L, calculate the reaction forces at the supports.", "To calculate the reaction forces at the supports of a simply supported beam with a point load applied at its midpoint.", "What are the reaction forces at the supports of a beam with a length of 2*L, supported by a pin at x=0 and a roller at x=2*L, with a downward point load of 2*P at x=1.0*L?", "Question: \nDetermine the reaction forces at the pin support (x=0) and the roller support (x=2*L) for a beam of length 2*L with a downward point load of 2P at x=L." ]
[ "P", "P" ]
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