Step by step solution Problem 3 Determine the displacement and slope at point C of the...
Problem 8-26 in Structural anaylsis edition 10
Determine the displacement and slope at point C. The moment of
inertia for each segment is indicated in the figure. Take E=200GPa.
Use principle of virtual work.
Determine the displacement and slope at point C of the cantilever beam. The moment of inertia of each segment is indicated in the figure. Take E 200 GPa. Use the principle of virtual work. Prob. 8-26 12 kN/m 8 kN/n - 600 (10) mm 150 i...
Determine the horizontal displacement at A. Take E = 200 GPa. The moment of inertia of each segment of the frame is indicated in the figure. Assume D is a pin support. Use the method of virtual work. Prob. 8-44 60 kN/m B 1pc = 300(10%) mm 8 m AB= 200(106) mm IcD = 200(10%) mm 6 m
Determine the slope and displacement at point A. Assume C is pinned. (Answer encircled letter only) a The principle of Virtual Work b)b Castigliano's Theorem El is constant. Use 2. 6 kN/m 3 m
HWK #16 Problem 9.26 3 of 3 Consider the cantilever beam shown in (Figure 1). Take E- 29(103) ksi, IAB 400 in., and IC 200 in.4 Use the principle of virtual work. Part A Determine the displacement at point C of the cantilever beam measured downward Express your answer using three significant figures. Enter positive value if the displacement is downward and negative value if the displacement is upward. Ac: 0.509 in. Figure < 1of1 > Submit vious Ans uest...
Problem 3: For the beam shown find the slope and deflection at point B and C 100 KN 300 kN-m 6 m E = constant = 70 GPa 1 = 500 (106) mm Problem 4: For the beam shown find the deflection at point B and the slope at point A 80 KN 12 m 12 m E = constant = 200 GPa I = 600 (106) mm
4. Determine the slope and deflection at end point C of the cantilever beam shown in the figure. Use E = 200 GPa, I = 10 x 106 mm 3 kN/m 2 kN.m A B 2 m 2 m
Figure 1 shows a beam is supported by a pin at A and a roller at
C. The beam is subjected to point
loads 30 kN and 60 kN and a uniformly distributed load of 24 kN/m.
Modulus of elasticity, E and
moment of inertia, I for all members are 205 kN/mm2 and 195 x 106
mm4, respectively. By using
Virtual Work method,
(a) determine the slope at B. (1.801 mrad)
(b) determine the deflection at B and D. (2.4...
Problem 1. Determine the displacement and slope at C. El is constant. Use method of virtual work. 8 kN 4 kN B. - 3m 3m 3m-
1. Determine the reactions at the supports. Assume the support at A is fixed and B is a roller. Take E 200 GPa. The moment of inertia for each segment is given. Use principle of virtual work to find all required displacements. 25 kN 30 kN/m ГВ IAB 360(10) mm A TBC 180(10) mm 6 m 4 m
oblem 2 etermi ine the vertical displacement at joint A. Each bar is made of eel and has a cross sectional area of 600 mm. Take E-200GPa. se virtual work method. ВС 2.5 15m 15 m 10 kN OKN