The beam shown in Figure carries two uniformly distributed loads and a concentrated load. Compute reactions at supports, shear force and bending moment values along the beam from A to E. Draw shear force diagram and bending moment diagram with values. Show sketches to scale. 400 lb/ft Pc = 400 lb 200 lb/ft A B' E C D, - 2 ft > -2 ft- |1 ft 4 ft - www www

The beam shown in Figure carries two uniformly distributed loads and a concentrated load. Compute reactions at supports, shear force and bending moment values along the beam from A to E. Draw shear force diagram and bending moment diagram with values. Show sketches to scale. 400 lb/ft Pc = 400 lb 200 lb/ft A B' E C D, - 2 ft > -2 ft- |1 ft 4 ft - www www

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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Question

The beam shown in Figure carries two uniformly distributed loads and a
concentrated load. Compute reactions at supports, shear force and bending
moment values along the beam from A to E. Draw shear force diagram and
bending moment diagram with values. Show sketches to scale.
400 lb/ft
Pc = 400 lb
%3D
200 lb/ft
A
E
C
D.
t2 ft
-2 ft
1 ft
4 ft
www.

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