04m 03m 03m Rgd bar B L-O m A-204 mm A- 10x4 mm E-200 GP alwhie st 120 M E-70 GPa alowatile stesS 100 MPa wten anm m 10 mm boit in doubi shear. aloaatie stresses are 70 MFain bearing and 50 Ma in shear The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at C and to a steel bar at A, Aluminum bar at B. the properties of the bars are shown on the figure. all the connections are using 10 mm bolts in double shear. Determine the maximum safe load W that can be applied. Determine the final position of point D.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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04m
03m
03m
Ragd bar
L-O fm
A- 10x4 mm
E-200 GPs
A- 204 mm
E-70 GPa
allowable stress - 100 MPa
alowahie str 120 MP
m
10 mm boit in doubie shear, alonable stresses are
7O MPa in bearing and 50 MPa in shear
The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at C
and to a steel bar at A, Aluminum bar at B. the properties of the bars are
shown on the figure. all the connections are using 10 mm bolts in double shear.
Determine the maximum safe load W that can be applied.
Determine the final position of point D.
D.
Transcribed Image Text:04m 03m 03m Ragd bar L-O fm A- 10x4 mm E-200 GPs A- 204 mm E-70 GPa allowable stress - 100 MPa alowahie str 120 MP m 10 mm boit in doubie shear, alonable stresses are 7O MPa in bearing and 50 MPa in shear The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at C and to a steel bar at A, Aluminum bar at B. the properties of the bars are shown on the figure. all the connections are using 10 mm bolts in double shear. Determine the maximum safe load W that can be applied. Determine the final position of point D. D.
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