For each of the problems, draw: section + strain profile + stress profile + resultants. Follow sample below. GRE Go STEEL Ig b. 12,423in From ELASTIC BENDING STEEES FOrnULA 6. G CONCKING MOMENT 0,00s 12,4ts Carer gRESIES T.c forazaps (CRAC) STRANS STREESES EGaTANTS sefiou 6 ce o.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For each of the problems, draw: section + strain profile + stress profile + resultants. Follow sample below.
N CONCRETE f 4aoopet
GENE Go STEEL
Ig. b. 12,423i
From ELNTIC BENDING STeEss FORNULA S. - Mce : fI,• 44.6 t-wip
G CRACKING MOMENT
0,4
0,000s
3605 K
12,423 in
VOLUME OF 30
COMPRESSE TRESSES
C-
(c)
h. 2
T.c
(CRACKINA)
STRAINS
STRESSES
RESULTANTS
sertion G CRACKING
o. Me
Transcribed Image Text:For each of the problems, draw: section + strain profile + stress profile + resultants. Follow sample below. N CONCRETE f 4aoopet GENE Go STEEL Ig. b. 12,423i From ELNTIC BENDING STeEss FORNULA S. - Mce : fI,• 44.6 t-wip G CRACKING MOMENT 0,4 0,000s 3605 K 12,423 in VOLUME OF 30 COMPRESSE TRESSES C- (c) h. 2 T.c (CRACKINA) STRAINS STRESSES RESULTANTS sertion G CRACKING o. Me
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