Determine the design moment capacity of the beam with given properties below.bf = 550mmbw 350mmtf = 100mm%3Dd = 370mm%3Dd' = 100mm%3Dfc' = 34.5 MPafy = 400 MPa%3DAs = 6-32mm barsa USE NSCP 2001, Mu =kN-mb. USE NSCP 2015, Mu =kN-m

Given:- Width of flange, bf=550 mmWidth of web, bw=350 mmThickness of flange, tf=50 mmEffective…

Determine the design moment capacity of the beam with given properties below. bf = 550mm bw = 350mm %3D tf = 100mm %3D d = 370mm %3D d' = 100mm %3D fc' = 34.5 MPa fy 400 MPa %3D As = 6-32mm bars a. USE NSCP 2001, Mu = kN-m b. USE NSCP 2015, Mu = kN-m

Determine the design moment capacity of the beam with given properties below. bf = 550mm bw = 350mm %3D tf = 100mm %3D d = 370mm %3D d' = 100mm %3D fc' = 34.5 MPa fy 400 MPa %3D As = 6-32mm bars a. USE NSCP 2001, Mu = kN-m b. USE NSCP 2015, Mu = kN-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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Question

Determine the design moment capacity of the beam with given properties below.
bf = 550mm
bw 350mm
tf = 100mm
%3D
d = 370mm
%3D
d' = 100mm
%3D
fc' = 34.5 MPa
fy = 400 MPa
%3D
As = 6-32mm bars
a USE NSCP 2001, Mu =
kN-m
b. USE NSCP 2015, Mu =
kN-m

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