The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 76 GPa] with a cross-sectional area of A₁ = 820 mm². Bar (2) is a bronze alloy [E = 108 GPa] with a cross-sectional area of A₂ = 520 mm². Assume L₁=1.6 m, L₂=2.0 m, a=0.8 m, b=1.1 m, and c=1.1 m. All bars are unstressed before the load P is applied; however, there is a 1.2-mm clearance in the pin connection at A. If a load of P = 49 kN is applied at B, determine: (a) the normal stresses 61, 62, in both bars (1) and (2). (b) the normal strains £1,2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar. (1) A Answers: (a) σ₁ = (b) 1 = (c) VA = i a i i L₁ B b (2) ! ! MPa, 0₁ = ! με, €2 = i mm. i ! MPa. με.
The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 76 GPa] with a cross-sectional area of A₁ = 820 mm². Bar (2) is a bronze alloy [E = 108 GPa] with a cross-sectional area of A₂ = 520 mm². Assume L₁=1.6 m, L₂=2.0 m, a=0.8 m, b=1.1 m, and c=1.1 m. All bars are unstressed before the load P is applied; however, there is a 1.2-mm clearance in the pin connection at A. If a load of P = 49 kN is applied at B, determine: (a) the normal stresses 61, 62, in both bars (1) and (2). (b) the normal strains £1,2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar. (1) A Answers: (a) σ₁ = (b) 1 = (c) VA = i a i i L₁ B b (2) ! ! MPa, 0₁ = ! με, €2 = i mm. i ! MPa. με.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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