1. Calculate the bar force in member CF due to REAL loads in kN.02. Calculate the bar force in member DG due to REAL loads in kN.03. Calculate the bar force in member AF due to one unit horizontal force at G in kN.04. Calculate the bar force in member FG due to one unit horizontal force at G in kN.0 PROBLEM 2For the truss shown, members BF, CF, CG,and DG have cross-sectional areas of 750 mm². Allother members have cross-sectional areas of 1,050mm2. The truss is pin supported at A and rollersupported at C. The elastic modulus of all membersis 70 GPa.4.0 mВE75 kN50 kN25 kN3.0 m3.0 m3.0 m3.0 m

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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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1. Calculate the bar force in member CF due to REAL loads in kN.0 2. Calculate the bar force in member DG due to REAL loads in kN.0 3. Calculate the bar force in member AF due to one unit horizontal force at G in kN.0 4. Calculate the bar force in member FG due to one unit horizontal force at G in kN.0

PROBLEM 2
For the truss shown, members BF, CF, CG,
and DG have cross-sectional areas of 750 mm². All
other members have cross-sectional areas of 1,050
mm2. The truss is pin supported at A and roller
supported at C. The elastic modulus of all members
is 70 GPa.
4.0 m
В
E
75 kN
50 kN
25 kN
3.0 m
3.0 m
3.0 m
3.0 m

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