An exterior beam along with the Axis (A) between Axes (1) and (2) is part of monolithic floor system shown below. Calculate the transvetrse reinforcement for shear and torsion for beam (B1). The beam is subjected to ultimate uniformly distributed load of 50 kN/m and ultimate uniformly distributed torque of 12 kN.m/m. .Given F'c= 28 MPa and fy=fyt=420 MPa 7.3m 6.7m 160 mm B1 560 nm d=470 mm 5.8m B 350 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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An exterior beam along with the Axis (A)
between Axes (1) and (2) is part of
monolithic floor system shown below.
Calculate the transvetrse reinforcement for
shear and torsion for beam (B1). The beam
is subjected to ultimate uniformly
distributed load of 50 kN/m and ultimate
uniformly distributed torque of 12 kN.m/m.
.Given F'c= 28 MPa and fy=fyt=420 MPa
7.3m
6.7m
70m
160 mm
B1
560 mm
d=470 mm
5.8m
B
350 mm
Transcribed Image Text:An exterior beam along with the Axis (A) between Axes (1) and (2) is part of monolithic floor system shown below. Calculate the transvetrse reinforcement for shear and torsion for beam (B1). The beam is subjected to ultimate uniformly distributed load of 50 kN/m and ultimate uniformly distributed torque of 12 kN.m/m. .Given F'c= 28 MPa and fy=fyt=420 MPa 7.3m 6.7m 70m 160 mm B1 560 mm d=470 mm 5.8m B 350 mm
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