concentrated load W and a total uniformly distributed load of 2W. 587. The wide flange beam shown in Fig. P-587 supports the Determine the maximum safe value of W if o, < 10 MPa and 7 < 14 Ans. W 2.62 kN MPa.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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concentrated load W and a total uniformly distributed load of 2W.
587. The wide flange beam shown in Fig. P-587 supports the
Determine the maximum safe value of W if o, < 10 MPa and r < 1.4
Ans. W = 2.62 kN
%3D
MPa.
20 mm
-200 mm-
W
2 m
2 m
2W
1 m
180 mm
20 mm
R2
R1
20 mm
Flgure P-587.
Transcribed Image Text:concentrated load W and a total uniformly distributed load of 2W. 587. The wide flange beam shown in Fig. P-587 supports the Determine the maximum safe value of W if o, < 10 MPa and r < 1.4 Ans. W = 2.62 kN %3D MPa. 20 mm -200 mm- W 2 m 2 m 2W 1 m 180 mm 20 mm R2 R1 20 mm Flgure P-587.
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