
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Find the maximum positive force in member
KL due to a concentrated live load of 16 kN
and distributed dead load of 2 kN/m.
A
В
C
D
E
F
G
3 m
H
I
J
K
L
6 panels at 4 m = 24 m
%3D
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- Q 6. Draw the SFD and BMD for the following frame. 15 kN/m D 6 m 9 m 12 kN/m B 10 m- -5 m -arrow_forwardWhat is the absolute maximum moment (in kN-m) at C for the given loads? DL = 13kN/M LL = 19kN/marrow_forwardWhat is the internal force in member AB? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , CSHOW SOLUTIONSarrow_forward
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