For the beam shown in the figure, Determine thefollowing unknowns where L1 = 5m, L2 = 3m,and the moment reaction of the fixed support is157.5 kN-m clockwise.(DON'T FORGET THE UNITS)InternalHingeL1L2Solve the value of "w":kN/mSolve the reaction of the roller supportSolve the vertical reaction of the fixed support An overhang beam carries a distributed load "w"and a concentrated load "P". If the maximumnegative shear is -383.86666666667KN and thevertical reaction of hinge support is316.13333333333KN, determine the followingunknowns. (DRAW THE SHEAR AND MOMENTDIAGRAM)Let L1 = 5m and L2 = 2mP.L1L2Solve the value of "w":kN/mSolve the value of "P":kNSolve the reaction of the roller support.

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Answered: For the beam shown in the figure,…

For the beam shown in the figure, Determine the following unknowns where L1 = 5m, L2 = 3m, and the moment reaction of the fixed support is %3D %3D 157.5 kN-m clockwise. (DON'T FORGET THE UNITS)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.10.12P: The T-beam shown in the figure has cross-sectional dimensions: b = 210 mm, t = 16 mm, h = 300 mm,...

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Question

For the beam shown in the figure, Determine the
following unknowns where L1 = 5m, L2 = 3m,
and the moment reaction of the fixed support is
157.5 kN-m clockwise.
(DON'T FORGET THE UNITS)
Internal
Hinge
L1
L2
Solve the value of "w":
kN/m
Solve the reaction of the roller support
Solve the vertical reaction of the fixed support

An overhang beam carries a distributed load "w"
and a concentrated load "P". If the maximum
negative shear is -383.86666666667KN and the
vertical reaction of hinge support is
316.13333333333KN, determine the following
unknowns. (DRAW THE SHEAR AND MOMENT
DIAGRAM)
Let L1 = 5m and L2 = 2m
P.
L1
L2
Solve the value of "w":
kN/m
Solve the value of "P":
kN
Solve the reaction of the roller support.

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