A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is K Tie roch 2-5m OKN P KN/m O-5M -2m 求im

A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is K Tie roch 2-5m OKN P KN/m O-5M -2m 求im

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.33P: The cantilever beam AB shown in the figure is an S6 × 12.5 steel I-beam with E = 30 × 106 psi. The...

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Thanks a lot in advance ?

A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the
wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries
a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN
at its free end B. The magnitude of the maximum positive bending moment in kN-m is
Tie rocd
2-5m
QKN
P KN/m
0-5m
-2 m
Im

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