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88 kN 2.1 m 43 kN/m 75 kN 75 kN 40 kN/m 73 kN-m 3 m Im 1.1 1.2 3 m Im 47 m

88 kN 2.1 m 43 kN/m 75 kN 75 kN 40 kN/m 73 kN-m 3 m Im 1.1 1.2 3 m Im 47 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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88 kN 43 kN/m 2.1 m 75 kN 75 kN 40 kN/m 73 kN-m D 3m Im 1.1 1.2 Im 47 m 3m m
Transcribed Image Text:88 kN 43 kN/m 2.1 m 75 kN 75 kN 40 kN/m 73 kN-m D 3m Im 1.1 1.2 Im 47 m 3m m
The continuous beam is loaded as shown in the figure. The supports at A is fixed, B, D and C are rollers. Use Slope-Deflection in determining the following: a. Reaction at the given supports. b. Shear and moment diagram of the beam E = 200 GPa and l=100x10 mm+
Transcribed Image Text:The continuous beam is loaded as shown in the figure. The supports at A is fixed, B, D and C are rollers. Use Slope-Deflection in determining the following: a. Reaction at the given supports. b. Shear and moment diagram of the beam E = 200 GPa and l=100x10 mm+
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