Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy [E = 73 GPa] rods (1), and a solid bronze [E = 105 GPa] rod (2). The aluminum rods (1) each have a diameter of 11 mm and a length of L1 = 1.5 m. They are symmetrically positioned relative to middle rod (2) and the applied load P. Bronze rod (2) has a diameter of 21 mm and a length of L2 = 0.8 m. If all bars are unstressed before the load P is applied, determine the normal stresses in the aluminum and bronze rods after a load of P = 76 kN is applied to the rigid bar.arrow_forwardThe floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the service (ASD) reaction (kN) of girder AF that will be transferred to the column at F. Girder Floor beam Column E A B H FH- H L G H M 4 at 7.5 m 30 m D N -Io 2 at 12 m = 24 marrow_forwardA load P is supported by a structure consisting of rigid bar ABC, two identical solid aluminum alloy [E = 73 GPa] rods (1), and a solid bronze [E = 105 GPa] rod (2). The aluminum rods (1) each have a diameter of 8 mm and a length of L₁ = 1.5 m. They are symmetrically positioned relative to middle rod (2) and the applied load P. Bronze rod (2) has a diameter of 16 mm and a length of L₂ = 1.0 m. If all bars are unstressed before the load P is applied, determine the normal stresses in the aluminum and bronze rods after a load of P = 66 KN is applied to the rigid bar. L₁ A B Answer: 0₁ = i 38 02 i L2 (2) (1) (1) MPa MPaarrow_forward
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