6-26. A uniform live load of 0.4 k/ft and a concentrated live force of 2 k are to be placed on the floor slabs. Determine (a) the maximum live shear in panel CD, and (b) the maximum live moment at B. 3000 www 18 comman wwwwww A 5 ft B 5 ft C 5 ft D 5 ft- E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6-26. A uniform live load of 0.4 k/ft and a concentrated
live force of 2 k are to be placed on the floor slabs.
Determine (a) the maximum live shear in panel CD, and
(b) the maximum live moment at B.
DI DUNI..
www.
boo
13
A
5 ft
B
5 ft
C
Prob. 6-26
5 ft
D
5 ft-
E
Transcribed Image Text:6-26. A uniform live load of 0.4 k/ft and a concentrated live force of 2 k are to be placed on the floor slabs. Determine (a) the maximum live shear in panel CD, and (b) the maximum live moment at B. DI DUNI.. www. boo 13 A 5 ft B 5 ft C Prob. 6-26 5 ft D 5 ft- E
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