Q3:А-Oesign a rectangular beam with b = 350 mm, h = 625 mm asshown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for%3Dfongitudinal reinforcement. Two lavers of tension reinforcement.PE45 kNWu,-25 kN/mWUT14 kN/mD.Lbabulb5 mB- Check the design of the singly reinforced beam shown below, iffc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why?%3Dsed edr arlagead iso t430 mm100 mm300 mm

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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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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