A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a cross-sectional area of 1.25 in.2. If the normal stress in bar (1) must be limited to 23 ksi, determine the maximum load P that may be applied to the rigid bar. A ト 80 in. B (1) 120 in. (2) с D 54 in. 54 in. 24 in. P ○ 26.9 kips 50.4 kips 39.4 kips 30.6 kips O 43.1 kips Rigid bar ABCD is loaded and supported as shown. Steel [E = 28900 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross-sectional area of 0.61 in.² and bar (2) has a cross-sectional area of 0.38 in.². After load P is applied, the strain in bar (1) is found to be 730 με. Assume L1-63 in., L2-101 in., a-24 in., b=39 in., and c=28 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection vp of point D on the rigid bar. (c) the load P. Answers: (a) σ = (b) VD = i (c) P = i L₁ a (1) L2 B (2) C D b C ksi, σ₂ = i in. kips. P i ksi.
A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a cross-sectional area of 1.25 in.2. If the normal stress in bar (1) must be limited to 23 ksi, determine the maximum load P that may be applied to the rigid bar. A ト 80 in. B (1) 120 in. (2) с D 54 in. 54 in. 24 in. P ○ 26.9 kips 50.4 kips 39.4 kips 30.6 kips O 43.1 kips Rigid bar ABCD is loaded and supported as shown. Steel [E = 28900 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross-sectional area of 0.61 in.² and bar (2) has a cross-sectional area of 0.38 in.². After load P is applied, the strain in bar (1) is found to be 730 με. Assume L1-63 in., L2-101 in., a-24 in., b=39 in., and c=28 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection vp of point D on the rigid bar. (c) the load P. Answers: (a) σ = (b) VD = i (c) P = i L₁ a (1) L2 B (2) C D b C ksi, σ₂ = i in. kips. P i ksi.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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