Required: Vertical displacement at C PL AE E MB = 0 Fal (6m) – 50kN (2.5m) =0 Fa = 20.83kN %3D Steel L= 4 m Aluminum L= 3 m A = 300 mm2 Al E=70 GPa A = 500 mm2 %3D F. E= 200 GPa E Fy = 0 + A B 3.5 m - 2.5 m Fal + F, = 50kN F = 29.17KN 50kN 6m 3.5m 8 AL SAL 85.8 Al y 85.8 Al 3.5m 6m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PLEASE WRITE LEGIBLY, COMPLETE SOLUTIONS WITH DRAWINGS.

THANK YOU!!

• COMPLETE THE SOLUTION TO FIND THE VERTICAL DISPLACEMENT AT C

Required:
Vertical displacement at C
PL
AE
E Mg = 0 +
Fal (6m) – 50kN (2.5m) =0
Ea =
%3D
Steel
L= 4 m
Aluminum
L= 3 m
A = 300 mm2
Al E= 70 GPa
A = 500 mm2
E= 200 GPa
20.83kN
F.
I Fy = ol +
A
B
3.5 m
- 2.5 m
Fal + F, = 50kN
F = 29.17kN
50kN
6m
3.5m
S AL
85.8 Al
O Al
85.8 Al
3.5m
6m
Ac = 8A1 + Y
%3D
Transcribed Image Text:Required: Vertical displacement at C PL AE E Mg = 0 + Fal (6m) – 50kN (2.5m) =0 Ea = %3D Steel L= 4 m Aluminum L= 3 m A = 300 mm2 Al E= 70 GPa A = 500 mm2 E= 200 GPa 20.83kN F. I Fy = ol + A B 3.5 m - 2.5 m Fal + F, = 50kN F = 29.17kN 50kN 6m 3.5m S AL 85.8 Al O Al 85.8 Al 3.5m 6m Ac = 8A1 + Y %3D
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