BronzeSteelSteelW = 40 kips%3D2 ft2 ft2. The lower ends of the three bars asshown in figure 5 are at the samelevel before the uniform rigid blockweighing 200 kN is attached. Eachsteel bar has a length of 1 meter, andarea of 645 mm^2, and E = 200 GPa.%3DFor the bronze bar, the area is 970mm^2 and E = 82 GPa. Determine thelength of the bronze bar in meter sothat the load on each steel bar istwice the load on the bronze bar.2.11.81.71.51.3

Answered: Image /qna-images/answer/cba02eb5-4247-4d4e-80ae-4e3dbb63dfd2.jpg

he lower ends of the three bars as hown in figure 5 are at the same evel before the uniform rigid block veighing 200 kN is attached. Each teel bar has a length of 1 meter, and rea of 645 mm^2, and E = 200 GPa. or the bronze bar, the area is 970 nm^2 and E = 82 GPa. Determine the ength of the bronze bar in meter so hat the load on each steel bar is wice the load on the bronze bar. 2.1 1.8 1.7 1.5 1.3

he lower ends of the three bars as hown in figure 5 are at the same evel before the uniform rigid block veighing 200 kN is attached. Each teel bar has a length of 1 meter, and rea of 645 mm^2, and E = 200 GPa. or the bronze bar, the area is 970 nm^2 and E = 82 GPa. Determine the ength of the bronze bar in meter so hat the load on each steel bar is wice the load on the bronze bar. 2.1 1.8 1.7 1.5 1.3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

QUESTION 1 The assembly consists of two rods and a horizontal bar BC. Each of the rod AB and CD is made of aluminum and has a cross-sectional area of 125 mm2. A point lqad of 5 kN is applied at point E were located 0.20 m from B. Knowing that they support the rigid member BC, calculate the deflection of point E. Modulus of elasticity for aluminium is 75 GPa. P- 5 kN 0.36 m E B C 0.44 m 0.20 m
For the exact in the figure tensile strength = 8000 N/cm^2 compression safety = 3000 N/cm^ 2 calculate the largest Mx moment that the section can carry. S-2) 2.5 3 как 2.S cm pomk CM AA 3.5 3.5 3 CM x<- vy 18cm 15 Cm 5cm
Strength of Materials (Upvote will be given. Please write the complete solutions and FBDs Legibly. No long explanation needed. Solve in 3 decimal places.)
Please show your solution on a paper with FBD
only HANDWRITTEN answer needed ( NOT TYPED)
Assume that the truss is simply supported at joints M and E. Determine the stress at member AH if P.= 15.375 Kips, the area is 11 in. Answer your problem with the given unit ksi. Pu Pu P. Pu P. P. P. * a w - LKJ IH G
Determine the magnitude of the pin force at A. Assume W = 830 lb, a = 3.5 ft, b = 2.4ft, r = 7 in. r W C с Answer: A = i a. B a A D lb b
AWTHE FIGURE. DVIDE COMPLETE SOLUTION. T FOLLOWING INSTRUCTION VWILL GET ZERO, cermine the reaction at supports and compute the force in members: ca, cd, and cf u may use any method.) ulate your final answers: MBER// FORCE, KN/ COMPRESSION OR TESNSION 5m 30 40KN 5m 5m 6m Show all 99
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.95 in., a length of L1 = 50 in., a shear modulus of 3800 ksi, and an allowable shear stress of 6.7 ksi. Brass segment (2) has an outside diameter of 0.85 in., a wall thickness of 0.13 in., a length of L2 = 38 in., a shear modulus of 6400 ksi, and an allowable shear stress of 8.0 ksi. Determine:(a) the allowable torque TB that can be applied to the compound shaft at flange B.(b) the magnitudes of the internal torques in segments (1) and (2).(c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB.
The question is below.
If P=13000 N, d=22mm and t=33mm, determine the bearing stress between the rivets and plate, in MPa?
(40 Hiw A Pismatic steel bar ofa Square cross section (loo*lo0)mm is looled by Comressive force P= 1300 kU, the bar has length 2.5 m, Eg=200 G Pa, V=0.3,determine the Shortening d, the increase in the dimensions of cross Section , the change in Volume DV of the bar? loomm Joomm