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A singly reinforced beam that is 200 mm wide and effective depth of 350 mm is reinforced with 2 – 16 mm diameter steel bars. fc'= 24 MPa; Fy = 275 MPa. 1. Find the depth of rectangular stress block a. 27.10 b. 24.39 c. 29.81 d. 23.04 2. Find the ultimate moment capacity of the reinforced concrete beam section shown in kN-m if fc’ =24 MPa and fy = 275MPa. a. 36.83 kNm b. 28.46 kNm c. 33.49 kNm d. 40.18 kNm 3. Find the maximum total ultimate distributed load that the said beam could carry on a simple span of 3 m a. 32.74 kN/m b. 25.30 kN/m c. 35.72 kN/m d. 29.76 kN/m

A singly reinforced beam that is 200 mm wide and effective depth of 350 mm is reinforced with 2 – 16 mm diameter steel bars. fc'= 24 MPa; Fy = 275 MPa. 1. Find the depth of rectangular stress block a. 27.10 b. 24.39 c. 29.81 d. 23.04 2. Find the ultimate moment capacity of the reinforced concrete beam section shown in kN-m if fc’ =24 MPa and fy = 275MPa. a. 36.83 kNm b. 28.46 kNm c. 33.49 kNm d. 40.18 kNm 3. Find the maximum total ultimate distributed load that the said beam could carry on a simple span of 3 m a. 32.74 kN/m b. 25.30 kN/m c. 35.72 kN/m d. 29.76 kN/m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A singly reinforced beam that is 200 mm wide and effective depth of 350 mm is reinforced with 2 – 16 mm diameter steel bars. fc'= 24 MPa; Fy = 275 MPa.
 
1. Find the depth of rectangular stress block 
a. 27.10
b. 24.39
c. 29.81
d. 23.04
2. Find the ultimate moment capacity of the reinforced concrete beam section shown in kN-m if fc’ =24 MPa and fy = 275MPa. 
a. 36.83 kNm
b. 28.46 kNm
c. 33.49 kNm
d. 40.18 kNm
3. Find the maximum total ultimate distributed load that the said beam could carry on a simple span of 3 m 
a. 32.74 kN/m
b. 25.30 kN/m
c. 35.72 kN/m
d. 29.76 kN/m
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