When the columns at E and H of the floor framing plan shown are deleted, girder BEHK becomes one span fixed ended beam supporting beam DE beam GHI at H.The following loads on girder BEHK are as follows: Concentrated load at E = 277 kN Concentrated load at H = 266 kN Uniform load throughout its length = 8 kN/m 2.5 m 2.0 m 2.0 m A D G 6 m B E H 6 m C Calculate the maximum positive moment (kN.m) due to the uniformly distributed load only. (TWO DECIMAL PLACES)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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When the columns at E and H of the floor framing plan shown are deleted, girder BEHK becomes one span fixed ended beam supporting beam DEF at E and
beam GHI at H.The following loads on girder BEHK are as follows:
Concentrated load at E = 277 kN
Concentrated load at H = 266 kN
Uniform load throughout its length = 8 kN/m
2.5 m
2.0 m
2.0 m
A
D
G
6m
B
E
H
K
6m
C
F
Calculate the maximum positive moment (kN.m) due to the uniformly distributed load only. (TWO DECIMAL PLACES)
Transcribed Image Text:When the columns at E and H of the floor framing plan shown are deleted, girder BEHK becomes one span fixed ended beam supporting beam DEF at E and beam GHI at H.The following loads on girder BEHK are as follows: Concentrated load at E = 277 kN Concentrated load at H = 266 kN Uniform load throughout its length = 8 kN/m 2.5 m 2.0 m 2.0 m A D G 6m B E H K 6m C F Calculate the maximum positive moment (kN.m) due to the uniformly distributed load only. (TWO DECIMAL PLACES)
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