)fer the beam Shown. Paw 6FD ond BMD raw bending stN ss, elist. at mnx.VC"M." ISKN/m le 120 31,4 40 3.3 2 2 2 m rw shearstNSSolist.at max. S.F.g 3-8- *SFD +20 13 MD 38.8 80

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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I need the answer to the question in engineering resistance
)fer the beam Shown.
Paw SFD oand BMD r
raw bendiny stNss clist. at max.VCM
pw sticarstNSS olist.at max. SE
ISKN/m
iskN /m
le 120
31,4
40
2
2 2m
2m
3.3
123
3-8-
~子s
1.43
+20 -kr.5
/2.35
13 Mp
80
38.8
Transcribed Image Text:)fer the beam Shown. Paw SFD oand BMD r raw bendiny stNss clist. at max.VCM pw sticarstNSS olist.at max. SE ISKN/m iskN /m le 120 31,4 40 2 2 2m 2m 3.3 123 3-8- ~子s 1.43 +20 -kr.5 /2.35 13 Mp 80 38.8
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