H.W2: Girder as shown used to carry load 90 kN subjected by eccentricity column 0.5 m, b = 250 mm, h = 500 mm, Xo = 160 mm, Yo = 410 mm, effective depth d = 425 mm design torsion and shear reinforcement f = 35 MPa, fy = 400 MPa Pu-90 KN 0'5 front view

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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H.W2: Girder as shown used to carry load 90 kN subjected by eccentricity
column 0.5 m, b = 250 mm, h = 500 mm, Xo = 160 mm, Yo = 410 mm,
effective depth d = 425 mm design torsion and shear reinforcement f =
35 MPa, fy = 400 MPa
%3D
Pu-90 KN
0,5
front view
6.0
06
250
top view
Transcribed Image Text:H.W2: Girder as shown used to carry load 90 kN subjected by eccentricity column 0.5 m, b = 250 mm, h = 500 mm, Xo = 160 mm, Yo = 410 mm, effective depth d = 425 mm design torsion and shear reinforcement f = 35 MPa, fy = 400 MPa %3D Pu-90 KN 0,5 front view 6.0 06 250 top view
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