A 3.6 m 40 kN/m 5m 88 KN B 56 kN-m 1.5m ● 1.5m 91 KN 2.4m 60 KN 1.4m. 7.3 m 74 kN/m D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The continuous beam is loaded as shown in the figure. The supports at A is pin, B, C, and D are
rollers. If there has a support settlement of 18 mm at B, 33 mm at C and 16 mm at D. Use Slope-
Deflection in determining the following:
a. Reaction at the given supports.
b. Shear and moment diagram of the beam
E = 210 GPa and l=1350x106 mm4
88 KN
3.6 m
91 kN
74 kN/m
60 KN
40 kN/m
D
5m
A
B
56 kN-m
1.5m
1.5m
1.1
C
2.4m
1.4m
7.3 m
7
Transcribed Image Text:The continuous beam is loaded as shown in the figure. The supports at A is pin, B, C, and D are rollers. If there has a support settlement of 18 mm at B, 33 mm at C and 16 mm at D. Use Slope- Deflection in determining the following: a. Reaction at the given supports. b. Shear and moment diagram of the beam E = 210 GPa and l=1350x106 mm4 88 KN 3.6 m 91 kN 74 kN/m 60 KN 40 kN/m D 5m A B 56 kN-m 1.5m 1.5m 1.1 C 2.4m 1.4m 7.3 m 7
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