For the given properties of beam below. Design the reinforcements of the beam. d'=75 mm b=400 mm d=580 mm fc'=35 MPa fy=320 MPa Mu=1000000000N mm Input is 0 in As' if compression bars are not needed. A. USE NSCP 2001, As = mm2, As' = mm2 B. USE NSCP 2015, As = mm2, As' = mm2
For the given properties of beam below. Design the reinforcements of the beam. d'=75 mm b=400 mm d=580 mm fc'=35 MPa fy=320 MPa Mu=1000000000N mm Input is 0 in As' if compression bars are not needed. A. USE NSCP 2001, As = mm2, As' = mm2 B. USE NSCP 2015, As = mm2, As' = mm2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![For the given properties of beam below. Design the reinforcements of the beam.
d'=75 mm
b=400 mm
d=580 mm
fc'=35 MPa
fy=320 MPa
Mu=1000000000N mm
Input is 0 in As' if compression bars are not needed.
A. USE NSCP 2001, As =
mm2, As' =
mm2
B. USE NSCP 2015, As =
mm2, As' =
mm2
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffab0207c-6d22-4dbc-ba06-43ba063b6424%2Fd77fbb50-8a7f-4bd9-a24e-218a7976d32e%2Fe85sfwi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For the given properties of beam below. Design the reinforcements of the beam.
d'=75 mm
b=400 mm
d=580 mm
fc'=35 MPa
fy=320 MPa
Mu=1000000000N mm
Input is 0 in As' if compression bars are not needed.
A. USE NSCP 2001, As =
mm2, As' =
mm2
B. USE NSCP 2015, As =
mm2, As' =
mm2
%3D
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