Design a beam of effective span 6.0 m and subjected to a bending moment of 105.3 x 10 Nmm for the following conditions: (1) The compression flange is laterally unsupported throughout, (1) The beam is encased in concrete. Checks for deflection and shear are not required. Assume fy = 250 MPa. Solve Only part 1.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a beam of effective span 6.0 m and
subjected to a bending moment of 105.3 x
10 Nmm for the following conditions:
(1) The compression flange is laterally
unsupported throughout,
(1) The beam is encased in concrete.
Checks for deflection and shear are not
required.
Assume fy = 250 MPa.
Solve Only part 1.
Transcribed Image Text:Design a beam of effective span 6.0 m and subjected to a bending moment of 105.3 x 10 Nmm for the following conditions: (1) The compression flange is laterally unsupported throughout, (1) The beam is encased in concrete. Checks for deflection and shear are not required. Assume fy = 250 MPa. Solve Only part 1.
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