Puzuo lew Pu= 40 kN KN.m Iime-45 min only (7005-750) Daton 2.5 7-0m f= f=420MPar we use 10 stirrpsr Asb=71 mm' %3D 90KN S.F.D. 90 we Sox7 T+40 2. 215KN d=600 530 Tu=30 Tu=30kN. 30k 350

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Puzuo lew
Pu= 40 KN
Iime45 min only
(7-05
7-50)
2.5
K2.5
Daten
fé=21Mpa
7.0m
420MPa. we
90KN
use 10 stirrmps-
Asb=71 mm
S.F.D.
so
So子 ャ40-
2
215KN
dabo0
530
Tu=30
Tu=30KN.n
350
Find the nguired stirrups ker reinforced concrete
beamwhenthe aptptied sheau pud torsion at
adistance 2.omfrom the face ef suppont
Transcribed Image Text:Puzuo lew Pu= 40 KN Iime45 min only (7-05 7-50) 2.5 K2.5 Daten fé=21Mpa 7.0m 420MPa. we 90KN use 10 stirrmps- Asb=71 mm S.F.D. so So子 ャ40- 2 215KN dabo0 530 Tu=30 Tu=30KN.n 350 Find the nguired stirrups ker reinforced concrete beamwhenthe aptptied sheau pud torsion at adistance 2.omfrom the face ef suppont
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