Solve Sample Problem No. 1 using these load values:a. M D =175 kN-m,M L =1 90 kN-m b. Find the maximum design moment so that its tension controlled. (USE c = 3d / 8). Tension steel exactly experiences 0.005 strain. SAMPLE PROBLEM NO. 1A T-beam has the following properties: br = 820 mm, bw = 250 mm, d = 470 mm, t = 100 mm. fc = 20.7 MPa, fy= 414 MPa. Determine the required tension steel area when:Solve Sample Problem No. 1 using these load values:a. Mo 175 kN-m, M 190 kN-mb. Find the maximum design moment so that its tension controlled. (USE c = 3d/8). Tension steel exactlyexperiences 0.005 strain.C2y2A.be

Flange width(bf)=820 mm Web width(bw)=250 mm Effective width(d)=470 mm Thickness(t)=100 mm Concrete…

Answered: SAMPLE PROBLEM NO. 1 AT-beam has the…

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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Solve Sample Problem No. 1 using these load values: a. M D =175 kN-m,M L =1 90 kN-m b. Find the maximum design moment so that its tension controlled. (USE c = 3d / 8). Tension steel exactly experiences 0.005 strain.

SAMPLE PROBLEM NO. 1
A T-beam has the following properties: br = 820 mm, bw = 250 mm, d = 470 mm, t = 100 mm. fc = 20.7 MPa, fy
= 414 MPa. Determine the required tension steel area when:
Solve Sample Problem No. 1 using these load values:
a. Mo 175 kN-m, M 190 kN-m
b. Find the maximum design moment so that its tension controlled. (USE c = 3d/8). Tension steel exactly
experiences 0.005 strain.
C2
y2
A.
be

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