P5.8 A steel [E = 200 GPa] bar (1) supports beam AB, as shown in Figure P5.8. The cross-sectional area of the bar is 600 mm². If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 15 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 5.0 m, b = 3.0 m, and c = 6.5 m. с a (1) FIGURE P5.8 b B

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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P5.8 A steel [E = 200 GPa] bar (1) supports beam AB, as shown
in Figure P5.8. The cross-sectional area of the bar is 600 mm².
If the stress in the bar must not exceed 330 MPa and the
maximum deformation in the bar must not exceed 15 mm,
determine the maximum load P that may be supported by this
structure. Use dimensions of a = 5.0 m, b = 3.0 m, and c = 6.5
m.
с
a
(1)
FIGURE P5.8
b
B
Transcribed Image Text:P5.8 A steel [E = 200 GPa] bar (1) supports beam AB, as shown in Figure P5.8. The cross-sectional area of the bar is 600 mm². If the stress in the bar must not exceed 330 MPa and the maximum deformation in the bar must not exceed 15 mm, determine the maximum load P that may be supported by this structure. Use dimensions of a = 5.0 m, b = 3.0 m, and c = 6.5 m. с a (1) FIGURE P5.8 b B
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