01: Find the Maximum Uniform Live Load can be applied on the beam shown in Fig.(1) so that no cracking occurs for the concrete section. fiy= 400 Mpa, fc= 23 Mpa. Yconcrete = 25 kN/m3.Use W.S.M. Wd =Self weight only Wu=? 1025 mm 4.m 300

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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01: Find the Maximum Uniform Live Load can be applied on the beam shown in Fig.(1)
so that no cracking occurs for the concrete section. f= 400 Mpa , fc= 23 Mpa.
Yconcrete =
25 kN/m3.Use W.S.M.
Wd =Self weight only
Wi=?
1025 mm
4 m
300
Transcribed Image Text:01: Find the Maximum Uniform Live Load can be applied on the beam shown in Fig.(1) so that no cracking occurs for the concrete section. f= 400 Mpa , fc= 23 Mpa. Yconcrete = 25 kN/m3.Use W.S.M. Wd =Self weight only Wi=? 1025 mm 4 m 300
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