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5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D 2E...
8-55 : Determine the vertical displacement of point C. EI is constant. Use the method of virtual work. -55. Determine the vertical displacement of point C. El is constant. Use the method of virtual work. $-56. Solve Prob. 8-55 using Castigliano's theorem. 80 kN m 20 kN B 4 m Probs. 8-55/56
Determine the displacement at C. Assume A is a fixed support, B is a pin, and D is a roller. EI is constant. Use the conjugate beam method.
Determine the vertical displacement of point C. El is constant. Use the method of virtual work. Prob. 8-55 80 KN.m 20 KN B -3 m 4 m
Determine the slope and displacement at point C. Use double integration method. Note : EI is constant Please, check the answer: 12 kN/m B 2 m 4.67 kN.m E $21. & 1525 kNm
* J Determine the slope at A and displacement at point C. El is constant. Use Castigliano's theorem. 8 kN/m - 4 m 3: Determine the displacement at point C. EI is constant. Use Castigliano's theorem. (Page 1 of 1 Determine the slope and displacement at point A. El is constant. Use Castigliano's theorem. ON
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
8k 3 k/ft -- c) Slope and vertical displacement at point D (use kN and m) a) Conjugate beam method (El is constant)
Determine the slope at A of the simply supported beam. Use Moment-Area method. EI is constant. Problem 3: Determine the slope at A of the simply supported beam. Use Moment-Area method. El is constant. 2L 3
Determine the slope to the left and right of B and the displacement at D. El is constant. Use the moment-area theorems Prob. 7-36 60 kN m
Determine the displacement at point D. Use the principle of virtual work. EI is constant. 16 kN/m 4 m Im