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1 Assume A = 60 in.², I= 300 in.4, and E = 29,000 ksi. 2 kip/ft 10 kip 1.0 kip/ft 4 X₁₂ (1) (2) 2 (3) X3 x2 45 ft 30 ft 30 ft 45 ft + + + + (c) Determine the following: (Show the direction arrow.) (i) The rotation at joint 2 = rad (ii) The maximum shear for member (3) == kip (iii) The vertical displacement for member (3) at X3 = 6 ft = (iv) The moment for member (2) at X2 = 45 ft = kip ft (V) The maximum moment for member (1) kip ft in

1 Assume A = 60 in.², I= 300 in.4, and E = 29,000 ksi. 2 kip/ft 10 kip 1.0 kip/ft 4 X₁₂ (1) (2) 2 (3) X3 x2 45 ft 30 ft 30 ft 45 ft + + + + (c) Determine the following: (Show the direction arrow.) (i) The rotation at joint 2 = rad (ii) The maximum shear for member (3) == kip (iii) The vertical displacement for member (3) at X3 = 6 ft = (iv) The moment for member (2) at X2 = 45 ft = kip ft (V) The maximum moment for member (1) kip ft in

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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Assume A = 60 in.2, I= 300 in.4, and E = 29,000 ksi. (c) Determine the following: (i) The rotation at joint 2 = (Show the direction arrow.) (ii) The maximum shear for member (3) = kip (iii) The vertical displacement for member (3) at X= 6 ft = in (iv) The moment for member (2) at X₂= 45 ft = kip ft (V) The maximum moment member (1) = kip ft
1 Assume A = 60 in.², I= 300 in.4, and E = 29,000 ksi. 2 kip/ft 10 kip 1.0 kip/ft 4 X₁₂ (1) (2) 2 (3) X3 x2 45 ft 30 ft 30 ft 45 ft + + + + (c) Determine the following: (Show the direction arrow.) (i) The rotation at joint 2 = rad (ii) The maximum shear for member (3) == kip (iii) The vertical displacement for member (3) at X3 = 6 ft = (iv) The moment for member (2) at X2 = 45 ft = kip ft (V) The maximum moment for member (1) kip ft in
Transcribed Image Text:1 Assume A = 60 in.², I= 300 in.4, and E = 29,000 ksi. 2 kip/ft 10 kip 1.0 kip/ft 4 X₁₂ (1) (2) 2 (3) X3 x2 45 ft 30 ft 30 ft 45 ft + + + + (c) Determine the following: (Show the direction arrow.) (i) The rotation at joint 2 = rad (ii) The maximum shear for member (3) == kip (iii) The vertical displacement for member (3) at X3 = 6 ft = (iv) The moment for member (2) at X2 = 45 ft = kip ft (V) The maximum moment for member (1) kip ft in
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