A RIGID BAR AB IS HINGED AT A AND IS SUPORTEDBY A ROD CD AT C. THE RODD S PIH CONNECTED ATD, AS SHOWH.HEGLECT DEFLECTIONS OF THE BARDUE TO BENDING. USE E = 200 GPa.2m1, 8m1.2mW= 8OKHa.WHAT IS THE DISPLACE MEHT OF THE LOADED END B OFTHE BAR?b. DETERMINE THE TENSILE STRESS INDUCED IN ROD CDBY THE BOKN LOAD.C. IF THE ALLOWABLE STRECS IN ROD CD IS 124 MPa.WHAT WEIGHT (W) CAN BE SAFELY APPUED?CS Scanned with CamScanner

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A RIGID BAR AB IS HINGED AT A AND IS SUPORTED BY A ROD CD AT C. THE ROD IS PIH CONNECTED AT D, AS SHOWN.NEGLECT DEFLECTIONS OF TiHE BAR DUE TO BENDING. USE E-200 GPa. 2m 1.8m 1.2m W= 80KH a. WHAT IS THE DISPLACE MEHT OF THE LOADED EHD B OF THE BAR? b. DETER MINE THE TENSILE STRESS INDUCED IN ROD CD BY THE BOKN LOAD. C. IF THE ALLOWABLE STRESS IN ROD CD Is 124 MPa. WHAT WEIGHT (w) CAN BE SAFELY APPUED?

A RIGID BAR AB IS HINGED AT A AND IS SUPORTED BY A ROD CD AT C. THE ROD IS PIH CONNECTED AT D, AS SHOWN.NEGLECT DEFLECTIONS OF TiHE BAR DUE TO BENDING. USE E-200 GPa. 2m 1.8m 1.2m W= 80KH a. WHAT IS THE DISPLACE MEHT OF THE LOADED EHD B OF THE BAR? b. DETER MINE THE TENSILE STRESS INDUCED IN ROD CD BY THE BOKN LOAD. C. IF THE ALLOWABLE STRESS IN ROD CD Is 124 MPa. WHAT WEIGHT (w) CAN BE SAFELY APPUED?

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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Statically Indeterminate Problems
SHOW COMPLETE SOLUTION AND DRAW ILLUSTRATION
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