)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
)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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd4db5c6e-8a34-4b22-8aa3-09c0282d70de%2F00568d41-5c90-4f74-af40-e7923f7e2870%2Fr31scd_processed.jpeg&w=3840&q=75)
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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