The 5k load is supported by the assembly shown. Assume beams AB and CD are rigid...
For the following structure, find the minimum of I of beams BC and CD such that the horizontal displacement of joint B does not exceed 0.36 in.The cross-section area of bar AB is 4 in^2 and the elastic modulus of all members, E, is 29000 ksi. Note that there is a fixed connection at C and a hingeat B. ( 25 points) 1. For the following structure, find the minimum of I of beams BC and CD such that the...
AB pinned at A and supported by two aluminum rods (E = 10 x 103 ksi) with diameter d = 1.2 in If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d=12 in E 2 ft at A 4 ft d=12 in OCD 4 ft 3 ft OEF =
Problem 4.49 The rigid bar in (Figure 1) is pinned at A and supported by two aluminum rods, each having a diameter of 1.1 in., a modulus of elasticity Eal 10(103) ksi, and yield stress of (oy),1-38 ksi. Part A If the bar is initially vertical, determine the displacement of the end B when the force of 20 kip is applied Express your answer to three significant figures and include appropriate units. 6 0063 Figure < 1011 20 kip Submit...
In the assembly below, rod AB is made of C83400-red-brass and BC of 2014-T6 aluminum at T1= 25.48°F there is no load in the members. Calculate the average normal stress in each member when the resulting force acting on the assembly is F = 14,495.94 lb due to an increase in temperature, given the cross-section of each rod is 4.41 in?. Give your answer in ksi and 2 decimal places. A B с 3 ft 2 ft
The rigid bar AB is pinned at A and supported by two aluminum rods (E = 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d=12 in ELIF 2 ft- (a) reaction at A 3 ft d=1.2...
Problem #3 (25 points) indetermineda The assembly consists of two steel rods AB and CD, and a rigid beam AC. The cross sectional area of each rod is 2 in². If a uniform load w = 20 kip/ft is applied to the beam as shown, determine the elongation of the rods AB and DC and the angle of tilt of the beam. Use E = 29 x 10 psi for the steel. ES T349 13 F w 2 Ft 25
The rigid bar AB is pinned at A and supported by two aluminum rods (E 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d= 12 in E O 2 ft- (a) reaction at A 3 ft...
The rigid bar AB is pinned at A and supported by two aluminum rods (E 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d= 12 in E O 2 ft- (a) reaction at A 3 ft...
Problem 1 (20 points) The rigid bar AB is pinned at A and supported by two aluminum rods (E = 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d = 12 in ELIF 2 ft- (a)...
Problem 1 (20 points) The rigid bar AB is pinned at A and supported by two aluminum rods (E = 10 x 103ksi) with diameter d = 1.2 in and the length shown for each on the figure. If the rigid bar is initially vertical, determine (a) the reaction exerted at A and (b) the average normal stress in each rod when the 40-kip force is applied. 40 kip B 2 ft d = 1 2 in E 2 ft-...