-3000- -2000- A 2500 5000 2500 OPEN TQ BELOW ATYPICAL FRAMING PLAN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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10. Considering the framing plan below is subjected to a liveload of 4 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
ATYPICAL FRAMING PLAN
B
Transcribed Image Text:10. Considering the framing plan below is subjected to a liveload of 4 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 ATYPICAL FRAMING PLAN B
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