QUESTIC22-3 mintd' = 85mmDesign the section below as a doubly reinforcedbeam for resisting the ultimate positive moment of425 kN.m. Use the given data.800mmf = 21 MPa, f, = 420 MPaAssume d' = 85 mm.AsUse p25 mm for the tension reinforcement.For compression reinforcement, use only one bar.800mmdesign it?

We are given Ultimate Positive Moment Mu = 425 KN-m We know that Nominal Moment capacity is given…

Design the section below as a doubly reinforced beam for resisting the ultimate positive moment of 425 kN.m. Use the given data. f = 21 MPa, fy = 420 MPa Assume d' = 85 mm. ● ♦ ● Use p25 mm for the tension reinforcement. For compression reinforcement, use only one bar.

Design the section below as a doubly reinforced beam for resisting the ultimate positive moment of 425 kN.m. Use the given data. f = 21 MPa, fy = 420 MPa Assume d' = 85 mm. ● ♦ ● Use p25 mm for the tension reinforcement. For compression reinforcement, use only one bar.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.7.3P

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Question

QUESTIC
22-3 mint
d' = 85mm
Design the section below as a doubly reinforced
beam for resisting the ultimate positive moment of
425 kN.m. Use the given data.
800mm
f = 21 MPa, f, = 420 MPa
Assume d' = 85 mm.
As
Use p25 mm for the tension reinforcement.
For compression reinforcement, use only one bar.
800mm
design it?

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