Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m). Assume p = 0.6 Pmax. and b = 0.5d Use = 25 MPa, fy 400 (use db=25 mm for design) 2m mm +Ho Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m). WL-15 kN/m WD 10 kN/m 6m 6 m h

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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I need to solve the two
questions in handwriting
Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to
carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m).
Assume p = 0.6 Pmax and b= 0.5d
Use
fe
25
4 MPa,
400
(use db=25 mm for design)
2m
mm
TO
Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service
loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m).
WL-15 kN/m
WD- 10 kN/m
6m
6 m
mm
Transcribed Image Text:I need to solve the two questions in handwriting Q1: Design the rectangular overhang reinforced concrete beam shown in the figure to carry service loads of (D.L= 20 kN/m includes its own weight, L.L= 25 kN/m). Assume p = 0.6 Pmax and b= 0.5d Use fe 25 4 MPa, 400 (use db=25 mm for design) 2m mm TO Q2: Design the rectangular reinforced concrete beam shown in the figure to carry service loads of (D.L=10 kN/m includes its own weight, L.L= 15 kN/m). WL-15 kN/m WD- 10 kN/m 6m 6 m mm
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