Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- For the structure shown in Figure (4): Draw I.L for (RA), (RC), (VB), (VD) and (MD) 2 39 5 Figure (4) 1 e A 2m B 2m 2m D 2m Earrow_forwardDevelop an equation for the critical load Pcr of the spring-bar system shown below, assuming that all bars are rigid. Use the equilibrium method. Write the equation in the simplest possible form. 3L ksi kszarrow_forwardB 300 mm ↑ 15 mm 70 KN 70 KN 20 mm 500 mm Steel Aluminum AMIN ATTIV 70 kN 70 KN + Rc A steel rod (20 mm diameter) 500 mm long is connected to two parallel aluminum rods (15 mm diameter) each 300 mm long via a rigid plate as shown. Two 70 kN loads at applied at the end of each aluminum rod. The structure is fixed at both ends resulting in a statically indeterminate system that can be treated as the superposition of two determinate systems as presented above. Note that Rc is the reaction at C. Assume Esteel = 200 GPa and Ealuminum = 70 GPa. a) Determine the reaction force at C, Rc b) Determine the reaction force at A and B and the normal stress in the steel and aluminum rods c) Which rods are in tension and which are in compression?arrow_forward
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