Q12 (Simple stress and strain) Item 3 of 3 A bar AB (A = 500 mm?) is hinged at A and is supported by a rod CD and C. The rod is pin connected at A, as shown. Neglect deflections of the bar due to bending. If the diameter of the rod connecting the load W = 90 kN is 20 mm, what is the displacement of the load? Use E=210 GPa. (10 38 mm. 2m 1.8m www Diameter TYOR 2.5 m 1.5m 0.6m W-90KN

Structural Analysis
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Chapter2: Loads On Structures
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Q12 (Simple stress and strain)
Item 3 of 3
A bar AB (A = 500 mm?) is hinged at A and is supported
by a rod CD and C. The rod is pin connected at A, as
shown. Neglect deflections of the bar due to bending. If
the diameter of the rod connecting the load W = 90 kN is
20 mm, what is the displacement of the load? Use E=210
GPa. (10
38 mm.
2m
1.8m
ww
Diameter
TYOR
2.5 m
1.5m
0.6m
W=90kN
Transcribed Image Text:Q12 (Simple stress and strain) Item 3 of 3 A bar AB (A = 500 mm?) is hinged at A and is supported by a rod CD and C. The rod is pin connected at A, as shown. Neglect deflections of the bar due to bending. If the diameter of the rod connecting the load W = 90 kN is 20 mm, what is the displacement of the load? Use E=210 GPa. (10 38 mm. 2m 1.8m ww Diameter TYOR 2.5 m 1.5m 0.6m W=90kN
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