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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design For ACI318-19
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F25294929-18ee-4e44-a200-fc70f496bb4c%2F2df1acf3-380e-419f-a84f-e6e5e550d21b%2F0mcg29m_processed.jpeg&w=3840&q=75)
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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