A reinforced concrete T-beam has an effective depth of 600 mm? and has a reinforcement area of 3217 mm? at the bottom. The web has a width of 400 mm and the slab thickness is 100 mm. The beam has flange width of 1700 mm. f:=20 MPa, fy=415 MPa. Assume that the strain in the tension bar is greater than 0.005. Determine the ultimate moment capacity of the beam. Solect one: a. 756.80 kN-m b. 67237 kN-m C 693.17 N-m d. 713.97 kN-m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A reinforced concrete T-beam has an effective depth of 600 mm? and has a reinforcement area of
3217 mm? at the bottom. The web has a width of 400 mm and the slab thickness is 100 mm. The
beam has flange width of 1700 mm. f:=20 MPa, fy=415 MPa. Assume that the strain in the tension
bar is greater than 0.005. Determine the ultimate moment capacity of the beam.
Solect one:
a. 756.80 kN-m
b. 67237 kN-m
C 693.17 N-m
d. 713.97 kN-m
Transcribed Image Text:A reinforced concrete T-beam has an effective depth of 600 mm? and has a reinforcement area of 3217 mm? at the bottom. The web has a width of 400 mm and the slab thickness is 100 mm. The beam has flange width of 1700 mm. f:=20 MPa, fy=415 MPa. Assume that the strain in the tension bar is greater than 0.005. Determine the ultimate moment capacity of the beam. Solect one: a. 756.80 kN-m b. 67237 kN-m C 693.17 N-m d. 713.97 kN-m
A reinforced concrete T-beam has an effective depth of 600 mm? and has a reinforcement area of
3217 mm? at the bottom. The web has a width of 400 mm and the slab thickness is 100 mm. The
beam has flange width of 1700 mm. f²=20 MPa, fy=415 MPa. Assume that the strain in the tension
bar is greater than 0.005. Determine the depth of the compression block.
Select one:
a. 41.58 mm
b. 46.20 mm
C. S0.82 mm
d. S5.90 mm
Transcribed Image Text:A reinforced concrete T-beam has an effective depth of 600 mm? and has a reinforcement area of 3217 mm? at the bottom. The web has a width of 400 mm and the slab thickness is 100 mm. The beam has flange width of 1700 mm. f²=20 MPa, fy=415 MPa. Assume that the strain in the tension bar is greater than 0.005. Determine the depth of the compression block. Select one: a. 41.58 mm b. 46.20 mm C. S0.82 mm d. S5.90 mm
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