Draw neat shear and moment diagrams for the beam.3 kip800 lb/ftThen determine the maximum tensile and compressivebending stresses.B- 6 ft -9 ft9 ft12 in.1 in.5 in.1 in.-6 in.1 in.1 in.

Calculate the reaction at the support, RB+RD=3000+800×9RB+RD=10200 .......... (1)Taking moment…

Answered: 3 kip 800 lb/ft D B C - 6 ft-- Y 6- - 9…

Engineering

Mechanical Engineering

3 kip 800 lb/ft D B C - 6 ft-- Y 6- - 9 t- - 12 in. r1 in. 5 in. 1 in. 6 in. 1 in.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

Draw neat shear and moment diagrams for the beam.
3 kip
800 lb/ft
Then determine the maximum tensile and compressive
bending stresses.
B
- 6 ft -
9 ft
9 ft
12 in.
1 in.
5 in.
1 in.
-6 in.
1 in.
1 in.

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