The beam shown in Figure 1. Carries two concentrated loads at points B and C. It is simply supported by hinge at A and roller at D. a. Fill up the table below: Segment Shear Equation Moment Equation АВ BC CD b. Draw the shear and moment diagram of the beam 14 kN 28 kN 2 m 3 m 2 m B 3 RA- 18 kN Rp = 24 kN Figure 1

Structural Analysis
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Chapter2: Loads On Structures
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The beam shown in Figure 1. Carries two concentrated loads at points B and C. It is simply supported by hinge at A and roller at D.

 

a. Fill up the table below:

 

Segment Shear Equation Moment Equation

AB

BC

CD

 

 

b. Draw the shear and moment diagram of the beam

The beam shown in Figure 1. Carries two concentrated loads at points B and C. It is simply supported by
hinge at A and roller at D.
a. Fill up the table below:
Segment
Shear Equation
Moment Equation
АВ
BC
CD
b. Draw the shear and moment diagram of the beam
14 kN
28 kN
2 m
3 m
2 m
B
3
RA- 18 kN
Rp = 24 kN
Figure 1
Transcribed Image Text:The beam shown in Figure 1. Carries two concentrated loads at points B and C. It is simply supported by hinge at A and roller at D. a. Fill up the table below: Segment Shear Equation Moment Equation АВ BC CD b. Draw the shear and moment diagram of the beam 14 kN 28 kN 2 m 3 m 2 m B 3 RA- 18 kN Rp = 24 kN Figure 1
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