Q3: А- Design a rectangular beam with b= 350 mm, h = 625 mm as shown below. Use fc = 30 MPa, fy = 375 MPa and Ø18 mm for Tongitudinal reinforcement. Two layers of tension reinforcement. RE45 kN Wu,-25 kN/m Wu14 kN/m D.L babulb 5 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3:
А-
Oesign a rectangular beam with b = 350 mm, h = 625 mm as
shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for
%3D
fongitudinal reinforcement. Two lavers of tension reinforcement.
PE45 kN
Wu,-25 kN/m
WUT14 kN/m
D.L
babulb
5 m
B- Check the design of the singly reinforced beam shown below, if
fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why?
%3D
sed edr arlagead iso t
430 mm
100 mm
300 mm
Transcribed Image Text:Q3: А- Oesign a rectangular beam with b = 350 mm, h = 625 mm as shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for %3D fongitudinal reinforcement. Two lavers of tension reinforcement. PE45 kN Wu,-25 kN/m WUT14 kN/m D.L babulb 5 m B- Check the design of the singly reinforced beam shown below, if fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why? %3D sed edr arlagead iso t 430 mm 100 mm 300 mm
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