upport at C. The beam carries a uniformly distributed load (UDL) of 5 kN/m across ection B to C and a concentrated load of 25 kN at D. Show the Free Body Diagram (FBD) of the beam then determine the reaction force. Calculate the shear force, V. Draw Shear Force Diagram (SFD). Calculate the bending moment, M. Draw the Bending Moment Diagram (BMD). 25 kN 5 kN/m D В ´ 2 m. 4 m 4 m

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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Figure 4 below shows a 10 m length of beam with a pinned support at A and roller
support at C. The beam carries a uniformly distributed load (UDL) of 5 kN/m across
section B to C and a concentrated load of 25 kN at D.
a. Show the Free Body Diagram (FBD) of the beam then determine the reaction
force.
b. Calculate the shear force, V. Draw Shear Force Diagram (SFD).
c. Calculate the bending moment, M. Draw the Bending Moment Diagram (BMD).

Figure 4 below shows a 10 m length of beam with a pinned support at A and roller
support at C. The beam carries a uniformly distributed load (UDL) of 5 kN/m across
section B to C and a concentrated load of 25 kN at D.
а.
Show the Free Body Diagram (FBD) of the beam then determine the reaction
force.
b.
Calculate the shear force, V. Draw Shear Force Diagram (SFD).
С.
Calculate the bending moment, M. Draw the Bending Moment Diagram (BMD).
25 kN
5 kN/m
D
A
´ 2 m
4 m
4 m
Figure 4
Transcribed Image Text:Figure 4 below shows a 10 m length of beam with a pinned support at A and roller support at C. The beam carries a uniformly distributed load (UDL) of 5 kN/m across section B to C and a concentrated load of 25 kN at D. а. Show the Free Body Diagram (FBD) of the beam then determine the reaction force. b. Calculate the shear force, V. Draw Shear Force Diagram (SFD). С. Calculate the bending moment, M. Draw the Bending Moment Diagram (BMD). 25 kN 5 kN/m D A ´ 2 m 4 m 4 m Figure 4
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