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

Answered: Image /qna-images/answer/e13f9744-843d-417c-9285-d3c635f7712e.jpg

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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.8.9P: Use the composite beam tables and select a W-shape and stud anchors for the following conditions: ...

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