A horizontal bar of negligible mass is hinged at A and assumed to be rigid. It is supported by an aluminum rod 3m long at C and a steel rod 4 m long at B as shown in Figure SM-004. As = 600 mm², Es = 200 GPa, Aa = 900 mm², and E₂ = 70 GPa. steel aluminum 3 m B C P Figure SM-004 Determine the vertical movement of C if P = 1,200 kN. Select one: O a. 3.30 mm << Start 2 m 1m

Structural Analysis
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Chapter2: Loads On Structures
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A horizontal bar of negligible mass is hinged at A and assumed to be rigid. It is supported by
an aluminum rod 3m long at C and a steel rod 4 m long at B as shown in Figure SM - 004.
As = 600 mm², E, = 200 GPa, A, = 900 mm², and E. = 70 GPa.
تا۔
3 m
steel
2 m
P
1 m
aluminum
C
Figure SM-004
Determine the vertical movement of Cif P = 1,200 kN.
Select one:
O a. 3.30 mm
O b. 3.10 mm
O c. 3.50 mm
Transcribed Image Text:A horizontal bar of negligible mass is hinged at A and assumed to be rigid. It is supported by an aluminum rod 3m long at C and a steel rod 4 m long at B as shown in Figure SM - 004. As = 600 mm², E, = 200 GPa, A, = 900 mm², and E. = 70 GPa. تا۔ 3 m steel 2 m P 1 m aluminum C Figure SM-004 Determine the vertical movement of Cif P = 1,200 kN. Select one: O a. 3.30 mm O b. 3.10 mm O c. 3.50 mm
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