75 k 2 k/ft B -15 t+15 A- 30 ft- 31 E = constant

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the reactions and draw the shear and bending moment diagrams for the beams shown using the
three-moment equation.
100 kN
10 kN/m
B
A
12 m
6 m
I
21
E = constant
75 k
2 k/ft
D
B
C
-15 ft-
- 30 ft
--15 ft
31
E = constant
Transcribed Image Text:Determine the reactions and draw the shear and bending moment diagrams for the beams shown using the three-moment equation. 100 kN 10 kN/m B A 12 m 6 m I 21 E = constant 75 k 2 k/ft D B C -15 ft- - 30 ft --15 ft 31 E = constant
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