10. Considering the framing plan below is subjected to a liveload of V/5 kPa, determine the maximum moment (KNm) acting on beam AB due to that load. All connections are simply supported. 3000 -2000- B 2500 5000 2500 OPEN TQ BELOW

10. Considering the framing plan below is subjected to a liveload of V/5 kPa, determine the maximum moment (KNm) acting on beam AB due to that load. All connections are simply supported. 3000 -2000- B 2500 5000 2500 OPEN TQ BELOW

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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10. Considering the framing plan below is subjected to a liveload of V/5 kPa, determine the maximum moment
(KNm) acting on beam AB due to that load. All connections are simply supported.
-3000-
-2000-
A
2500
5000
2500
OPEN TQ BELOW
C
ATYPICAL FRAMING PLAN

V = 31
X=475
V/5=6.2
6.3.
Y=D155
8V= 248
Y40=3.875
V/I0 = 3.1
%3D
Y/200=0.775
W= 25
60
w/4 = 6.25
Z10=6
%3D
37=180
%3D

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