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Problem 8: Using the Moment Area method find the slope at B and the displacement at...
use moment area method. displacement at b slope at c D 10 kip 31 A 6 D 10 kip 31 A 6
Determine the slope and the displacement at C. El is constant. Use the moment-area theorems. Prob. 7-28 6 k 12 k.ft 4 ft 6 ft
USE SLOPE-DEFLECTION METHOD Problem 3. Solve the moments at all joints and supports of the given frame using slope-deflection method. Assume B, C, and E are fixed connected and A and D are pins. E = 29 x 10ksi. 0.5k/ft 2k Inc = 400 in c 8'ft ICE = 400 in 3k Ipc = 500 in LAB = 600 in 8'ft 24 ft 12 ft
(can be solve by slope deflection ) Using displacement method of analysis: (a) Draw bending moment diagram; (b) Draw shear force diagram; (c) Draw axial force diagram; (d) Find nodal displacements and rotations at B and D. P=30 kn H=60 KN B EI DI EI E 1 2EI pin fixed 8m
Determine the slope at B and displacement at D. Er is constant. Use the moment-area theorems, 3 m 3m
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...
Please solve the following problem and show all work. Thank you! Prob. 1 Use Moment Area and find the deflections at B & D Find the slope at A, the right of B and the right of D 20k 200 k-ft 2 k/ft B C 8' 6' 12' 10' AB, DE: El; B-C-D: 2ElI
Use Moment Area to find the slope at B and the deflection at D for the following frame. The frame has a constant EI. 3 k/ft 6 k 14' 18' 4 6 k 12' 27 k
Solve for the slope at B the moment-area theorem using E=29000ksi G I = 600 in D B C 3ft 3 ft 6 note
USING AREA-MOMENT METHOD Part I. Determine (a) all the reactions (b) max deflection and (c) slope at B. Use E=200GPa if it's not specified in the figure. I= 100(10)*mm P = WL El is constant. Ki-2m*2m *2m * 2m