O26(2)20II(m)32428one story Building.WOL= 90 psfincluding beamself-weight.betweenW₁L = 40 psf.No live load VeductioLRFD LoadACombinationa. Mu For Beam B between D 8b. Mu for Beamc. Pu for Columnd. Pu for column -XB.

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Answered: I- 26 -I- 2 C 20 I 24 28 1 one story…

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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O
26
(2)
20
I
I
(m)
3
24
28
one story Building.
WOL= 90 psf
including beam
self-weight.
between
W₁L = 40 psf.
No live load Veductio
LRFD LoadA
Combination
a. Mu For Beam B between D 8
b. Mu for Beam
c. Pu for Column
d. Pu for column -
X
B.

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$w subscript D L end subscript equals 90 space p s f w subscript L L end subscript equals 40 space p s f bottom enclose bold D bold e bold t bold e bold r bold m bold i bold n bold e bold colon end enclose left parenthesis a right parenthesis space M subscript u space f o r space b e a m space B space b e t w e e n space 1 space a n d space 2 left parenthesis b right parenthesis space M subscript u space f o r space b e a m space 2 space b e t w e e n space A space a n d space B left parenthesis c right parenthesis space P subscript u space f o r space c o l u m n space B 2 left parenthesis d right parenthesis space P subscript u space f o r space c o l u m n space A 1$

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