1. For the beam shown, determine the following due to a concentrated live load of 100 KN, a unitormly distributed live load of 50 kN/m, and a uniformly distibuted dead load of 20 kN/m. a. Maximum reaction at A www www www b. Maximum reaction at B c. Maximum positive shear at C d. Maximum negative shear at C e. Maximum positive bending moment at C f. Maximum negative bending moment at C A A an 3m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please solve 1st 4 subparts only
1. For the beam shown, determine the following due to a concentrated live load of
100 KN, a uniformly distibuted iveload of 50 kN/m, and a uniformly distibuted
dead load of 20 kN/m.
a. Maximum reaction at A
www
www www
b. Maximum reaction at B
c. Maximum positive shear at C
d. Maximum negative shear at C
e. Maximum positive bending moment at C
f. Maximum negative bending moment at C
A
A an
3m
Transcribed Image Text:1. For the beam shown, determine the following due to a concentrated live load of 100 KN, a uniformly distibuted iveload of 50 kN/m, and a uniformly distibuted dead load of 20 kN/m. a. Maximum reaction at A www www www b. Maximum reaction at B c. Maximum positive shear at C d. Maximum negative shear at C e. Maximum positive bending moment at C f. Maximum negative bending moment at C A A an 3m
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