Q4/Design the beam (B1 ),0n the floor system shown in fig. use thefollowing information:- f'c=24Mpa fy-420Mpa imposed dead load=2kN/m? , live load=5 KN/m? . all column (400*400) mm,Y. = 24KN / m3Can you use the moment coefficient method to design beam B2?Why?9m9m9m100mmB26m400mm300mmB1

Calculating the effective length: The effective length=least of (C/C Support) and (Clear span+d) C/C…

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 / m? Can you use the moment coefficient method to design beam B2?Why? %3D 9m 9m 9m Bi 100mm B2 6m 400mm 300mm

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 / m? Can you use the moment coefficient method to design beam B2?Why? %3D 9m 9m 9m Bi 100mm B2 6m 400mm 300mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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