A 250mm by 400mm rectangular beam is reinforced with 3-20 mm diameter bars, f’c=35 MPa, fy=345 MPa, diameter of stirrups=10mm, and concrete cover=40mm. Calculate the actual reinforcement ratio in the beam. q. 0.01109 r. 0.01556 s. 0.01337 t. 0.01224

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. A 250mm by 400mm rectangular beam is reinforced with 3-20 mm diameter bars,

f’c=35 MPa, fy=345 MPa, diameter of stirrups=10mm, and concrete cover=40mm.

Calculate the actual reinforcement ratio in the beam.

q. 0.01109

r. 0.01556

s. 0.01337

t. 0.01224

 

2. A 250mm by 400mm rectangular beam is reinforced with 3-20 mm diameter bars,

f’c=35 MPa, fy=345 MPa, diameter of stirrups=10mm, and concrete cover=40mm.

Calculate the ultimate moment capacity of the beam.

q. 103.44 kN.m

r. 98.85 kN.m

s. 105.55 kN.m

t. 93.10 kN.m

 

3. A 250mm by 300mm rectangular beam is reinforced with 6-20 mm diameter bars

arranged in two layers with 3 bars per layer, f’c=21 MPa, fy=415 MPa, diameter of

stirrups=10mm, and concrete cover=40mm. Calculate the effective depth of the beam.

a. 240 mm

b. 235 mm

c. 217.5 mm

d. 215 mm

 

4. A 250mm by 300mm rectangular beam is reinforced with 6-20 mm diameter bars

arranged in two layers with 3 bars per layer, f’c=21 MPa, fy=415 MPa, diameter of

stirrups=10mm, and concrete cover=40mm. Calculate the actual reinforcement ratio

of the beam.

a. 0.03467

b. 0.03142

c. 0.03208

d. 0.03507

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