A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A1 = 0.35 in.2 and a length of L1 = 120 in. Bar (2) has an area of A2 = 0.35 in.2 and a length of L2 = 90 in. Bar (3) has an area of A3 = 0.20 in.2 and a length of L3 = 45 in. The loads and angles are P = 29 kips, α = 32°, Q = 11 kips, β = 57°, and R = 14 kips. Determine the vertical deflection of end A. A downwards deflection is positive, while an upw
A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A1 = 0.35 in.2 and a length of L1 = 120 in. Bar (2) has an area of A2 = 0.35 in.2 and a length of L2 = 90 in. Bar (3) has an area of A3 = 0.20 in.2 and a length of L3 = 45 in. The loads and angles are P = 29 kips, α = 32°, Q = 11 kips, β = 57°, and R = 14 kips. Determine the vertical deflection of end A. A downwards deflection is positive, while an upw
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A compound steel (E = 30,000 ksi) bar is subjected to the loads shown. Bar (1) has a cross-sectional area of A1 = 0.35 in.2 and a length of L1 = 120 in. Bar (2) has an area of A2 = 0.35 in.2 and a length of L2 = 90 in. Bar (3) has an area of A3 = 0.20 in.2 and a length of L3 = 45 in. The loads and angles are P = 29 kips, α = 32°, Q = 11 kips, β = 57°, and R = 14 kips. Determine the vertical deflection of end A. A downwards deflection is positive, while an upwards deflection is negative.
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