Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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What is the vertical deflection of joint N of the pin jointed frame as shown in fig
Transcribed Image Text:A, L, E
90°
A, L, E
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- The truss shown in Fig.3 is supported by a roller at C and a hinge at D. Use Castigliano's theorem to calculate the horizontal deflection for point B. E-200 B. kN/mm² and A-800 mm² for all members. s) 15 kN 2 m 20 KN B Th 2 m Fig.3arrow_forwardDetermine the slope and deflection at point B of the steel beam shown. The reactions have been computed. E = 29(103) ksi, I = 800 in4.arrow_forwardProblem 7.18 Determine the horizontal deflection at joint E of the truss shown in the figure if member BC is 18mm too long and member CE is 15mm too short. Use the method of virtual work. 4 m 4 m B 3 m a = 1.2 (10 SyC FIG. P7.16, P7.18arrow_forward
- what is the maximum deflection Ig=650,000cm^4 Icr=265,000cm^4 Mcr=70kN*m Ec=25000Mpaarrow_forwardUsing Virtual Work Method calculate horizontal deflection of joint U10of the following truss (Fig. 2). Given that EA for all members is 50x10 kN, 20 kN U, 50 kN. 4 m L2 4 m 4 m Fig. 2 Page 1 of 13arrow_forward1: Both portions of the rod ABC are made of an aluminum for which E= 70 GPa. Knowing that the magnitude of P is 4 kN and Q is 16.8 KN check the deflection at A. C 20 mm diameter 0.4 m 40 min diameter 0.5 m 199arrow_forward
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