PROBLEM 2This force-couple system is to be replaced by an equivalent system consisting of the following:a couple moment Mx, and a single force, Rc acting at C. Draw the diagram for the equivalentsystem and determine Mx and Rc.ВA 100N80NThislis not your110N-m50N150Ndo not use ir intradoraeto50Nwere your Wn.130 NDC180N-m12°30Nthis is hor voter ownproperty so da not use iany way as if it weleTour own.1m

Given Forces and couple Convert in single force and couple at c

PROBLEM 2 This force-couple system is to be replaced by an equivalent system consisting of the following: Ocouple moment Mx, and a single force, Rc acting at C. Draw the diagram for the equivalent ystem and determine Mx and Rc. A 100N 80N This is not jour 110N-m 50N 150N do not use ir in 50N were vour own. 130 N D 180N-m 12° BON This is not your own any way aS if it were Ir asH 1ou op os LIado your own. 1m

PROBLEM 2 This force-couple system is to be replaced by an equivalent system consisting of the following: Ocouple moment Mx, and a single force, Rc acting at C. Draw the diagram for the equivalent ystem and determine Mx and Rc. A 100N 80N This is not jour 110N-m 50N 150N do not use ir in 50N were vour own. 130 N D 180N-m 12° BON This is not your own any way aS if it were Ir asH 1ou op os LIado your own. 1m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 10P

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use theses valuesp = 8kNa = 4mb = 8m
A 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm²d=927 mmbf=308 mmtf =32 mmtw=19.4 mmIx=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. What is actual bending stress of the column in MPa? a. 8.2 MPa b. 7.2 MPa c. 9.2 MPa d. 10.2 MPa 2. What is the allowable bending stress of the column? a. 150 MPa b. 143.7 MPa c. 163.7 MPa d. 155.7 MPa
A 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm²d=927 mmbf=308 mmtf =32 mmtw=19.4 mmIx=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. Which of the following gives the value of critical slenderness ratio? a. 16.86 b. 26.86 c. 46.86 d. 36.86 2. What is the ratio of Allowable axial stress to Actual axial stress (fa/Fa)? a. 0.192 b. 0.172 c. 0.182 d. 0.162
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