1. A symmetrical T-beam has a span 2.2 m, the width of web is 300 mm, the slab thickness is 110 mm, and the clear distance to adjacent beams is 3m. If the effective depth from top of slab to centroid of steel subject for tension is 600mm, determine the nominal moment capacity for the T-beam where fc = 20.7 MPa and fy = 345 MPa. Use 6-32mm diameter reinforcing steel bars to resist the tension. a. 756.64 KN.m b. 840.71 KN.m c. 80 KN.m d. 5,200 KN.m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 1:
1. A symmetrical T-beam has a span 2.2 m, the width of web is 300 mm, the slab thickness is 110 mm, and
the clear distance to adjacent beams is 3m. If the effective depth from top of slab to centroid of steel
subject for tension is 600mm, determine the nominal moment capacity for the T-beam where f'c
= 20.7 MPa and fy = 345 MPa. Use 6-32mm diameter reinforcing steel bars to resist the tension.
a. 756.64 KN.m
b. 840.71 KN.m
c. 80 KN.m
d. 5,200 KN.m
Transcribed Image Text:Situation 1: 1. A symmetrical T-beam has a span 2.2 m, the width of web is 300 mm, the slab thickness is 110 mm, and the clear distance to adjacent beams is 3m. If the effective depth from top of slab to centroid of steel subject for tension is 600mm, determine the nominal moment capacity for the T-beam where f'c = 20.7 MPa and fy = 345 MPa. Use 6-32mm diameter reinforcing steel bars to resist the tension. a. 756.64 KN.m b. 840.71 KN.m c. 80 KN.m d. 5,200 KN.m
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