Q1 Delermine the design (ultimate) bending mementfor the beam sections showen belowi-300 mmAG0 mn3305304 barsA es70(a) fy s20 Mla- 34 MlaSI0 mmfe'= 28 MAAAn 820 mnAns: prh= 448ma)(Ans: Sectien has

My dear, width of beam is given. effective depth of beam. effective cover is provided. area of 1 bar…

Answered: Q1 Delermine the design (ultimate)…

Q1 Delermine the design (ultimate) bending mement for the beam sections showen belowi- 300 mm 460 mn 330 530 4 bars A es 70 (a) fy =s20 Mla. (b) fy= 480 MPa - fe= 28 MAA A= 820 ma (Ans: Sectien has

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 4.3.3P

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Question

Q1 Delermine the design (ultimate) bending mement
for the beam sections showen belowi-
300 mm
AG0 mn
330
530
4 bars
A es
70
(a) fy s20 Mla
- 34 Mla
SI0 mm
fe'= 28 MAA
An 820 mn
Ans: prh= 448ma)
(Ans: Sectien has <or004
it
may not be used)

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