25 QUESTION 15 Each of the links AB and CD is made of aluminum (E =...
ss-sectional area of 240 mm2 Knowing that Each of the links ΆΒ and CD is made of aluminum (E = 75 GPa) and has a cro they support the rigid member BC, determine the deflection of Point E. Consider upward to be positive. 300 mm 380 mm 190 mm
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Each of the links A B and CD is made of aluminum (E -10.9 x 10 psi) and has a cross-sectional area of 0.22 in2. Knowing that they support the rigid member B C, determine the deflection of point E. 2.8 kip 16 in. 18 in 9 in. n.
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Each of the links AB and CD is made of aluminum (E 73 GPa) and has a cross-sectional area of 110 mm*. Knowing that they support the rigid member BC, determine the deflection of point E. 4 kN 0.44 m 0.42 m 0.19 m
Links BC and DE are both made of steel (E = 200 GPa) and have cross-sectional dimensions Problem 2. 1.27 cm x 0.635 cm. Determine (a) the force in each link when a 2.67 kN force P is applied to the rigid member AF shown, (b) the corresponding deflection of point A. P = 2.67 kN 10.16 cm B 5.08 cm 5.08 cm F 10.16 cm 12.70 cm
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
Problem7: Links BC and DE are both made of steel (E = 200 GPa) and are 12 mm wide and 6 mm thick. Determine (a) the force in each link when a 2.4-kN force P is applied to the rigid member AF shown, b) the corresponding deflection of point A 100 mm 50 mm 50 mm 100 mm | 125 mm
Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240 mm2. Link CE is made of aluminium (E 72 GPa) and has a cross-sectional area of 300 mm2. Knowing that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.36 mm. (Round the final answer to two decimal places.) 995 mm A 150 mm E 225...
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...
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...