Q4/Design the beam (B1 ),0n the floor system shown in fig. use the following information:- f'c=24Mpa fy=420Mpa ,imposed dead load =2kN/m? , live load=5 KN/m² . all column (400*400) mm, Y. = 24KN / m³ Can you use the moment coefficient method to design beam B2?Why? 9m 9m 9m B1 100mm B2 6m 400mm 300mm B1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4/Design the beam (B1 ),0n the floor system shown in fig. use the
following information:- f'c=24Mpa fy=420Mpa imposed dead load
=2kN/m? , live load=5 KN/m² . all column (400*400) mm ,
Y. = 24KN / m³
Can you use the moment coefficient method to design beam B2?Why?
9m
9m
9m
Bi
100mm
B2
6m
400mm
300mm
B1
Transcribed Image Text:Q4/Design the beam (B1 ),0n the floor system shown in fig. use the following information:- f'c=24Mpa fy=420Mpa imposed dead load =2kN/m? , live load=5 KN/m² . all column (400*400) mm , Y. = 24KN / m³ Can you use the moment coefficient method to design beam B2?Why? 9m 9m 9m Bi 100mm B2 6m 400mm 300mm B1
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