P pt 200 mm C B. 250 mm 300 mm 550 mm Act Given: Beam AB 75mmx100mm Beam CD 50mmx50mm P- BkN W = 10KN/m Allowable shear stress: 50kPa Find/answer the following: 1. Shear and moment diagram using analytical method, 2, Shear and moment diagram using graphical methad. 3. Distance fram A where the max moment is. 4. Is beam AB safe for shear? Support answer with solution.

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 10.4.13P: -4-13 A propped cantilever beam of a length 2L is loaded by a uniformly distributed load with...
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number 4 only. the other parts are already solved

P ot
200 mm
C
A
B.
250 mm
300 mm
550 mm
Act
Given:
Beam AB - 75mmx100mm
Beam CD - 50mmx50mm
P- 8kN
W = 10kN/m
Allowable shear stress: 50kPa
Find/answer the following:
1. Shear and moment diagram using analytical method.
2, Shear and moment diagram using graphical methad.
3. Distance from A where the max moment is,
4. Is beam AB safe for shear? Support answer with solution
Transcribed Image Text:P ot 200 mm C A B. 250 mm 300 mm 550 mm Act Given: Beam AB - 75mmx100mm Beam CD - 50mmx50mm P- 8kN W = 10kN/m Allowable shear stress: 50kPa Find/answer the following: 1. Shear and moment diagram using analytical method. 2, Shear and moment diagram using graphical methad. 3. Distance from A where the max moment is, 4. Is beam AB safe for shear? Support answer with solution
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