A cast-iron beam 10-m long and supported, carries a uniformly distributed load of intensity w. (including its own weight). If the inverted T will be put into its upright position (now it will be T-Section Cast-iron Beam) and the allowable stresses are fot S 20 MPa and fbc S 80 MPa. Determine the maximum safe value of w. (kN/m) if x = 1.0 m. 10 m 180 mm N.A. 50 mm R. INA = 36 x 10 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A cast-iron beam 10-m long and supported, carries a uniformly distributed load of intensity
W. (including its own weight). If the inverted T will be put into its upright position (now it
will be T-Section Cast-iron Beam) and the allowable stresses are fit s 20 MPa and fbe 5 80
MPa. Determine the maximum safe value of w. (kN/m) if x = 1.0 m.
10 m
180 mm
We
N.A.
50 mm
R.
Ra
INA = 36 x 106 mm
Transcribed Image Text:A cast-iron beam 10-m long and supported, carries a uniformly distributed load of intensity W. (including its own weight). If the inverted T will be put into its upright position (now it will be T-Section Cast-iron Beam) and the allowable stresses are fit s 20 MPa and fbe 5 80 MPa. Determine the maximum safe value of w. (kN/m) if x = 1.0 m. 10 m 180 mm We N.A. 50 mm R. Ra INA = 36 x 106 mm
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