Q3: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown.Knowing that d₁ = 30 mm and d₂ = 50 mm, find the average normal stress at the mid-section of (a) rod AB, (b) rod BC.125 KN B80 KN123 AN11.2 m0.9 m

Answered: Image /qna-images/answer/6003f52a-061c-4811-a652-2ce58d85572a.jpg

Q3: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. 50 mm, find the average normal stress at the mid- Knowing that d₁ 30 mm and d₂ section of (a) rod AB, (b) rod BC. d₂ d₁ 125 KN B 60 EN 1 123 KN 0.9 m 1 1.2 m

Q3: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. 50 mm, find the average normal stress at the mid- Knowing that d₁ 30 mm and d₂ section of (a) rod AB, (b) rod BC. d₂ d₁ 125 KN B 60 EN 1 123 KN 0.9 m 1 1.2 m

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

B4
The same torque is applied to two tubes with identical metal sheets, determine the ratio of Tcircle/Tsquare of the shear stresses. Given: r = 11 mm, S = 20 mm, and t = 2.58 mm. %3D S. S. ENG us
Urgent please solve quickly. a = 10 , b = 7 solve this question about this information. Extra information: Take both loads 35 kN
1a) Figure Q1a shows two tubes made of the same material which are riveted together by 50 rivets of 5mm diameter pitched uniformly. The left tube is fixed at section A and the right tube is subjected to an axial tensile force of 20kN. The thickness of both tubes is 5mm. The inner diameter of the right tube is 180mm. Take E-100GPa. Determine, the normal stress in each tube and shear stress in each rivet. the axial tip displacement at section B. Assume the rivets are rigid. the total strain energy stored. () i) iii) Figure Q1a 200mm 1m. Rivet 190mm 1m. B 180mm F=20KN
L. Mains A beam ABCDE is 5 m/in length and loaded as shown in Figure Q3. Draw the S.F. and B.M. diagrams for the beam, indicating all major values. Find also the value of the maximum bending stress if the beam section is rectangular 30 mm width by 60 mm depth. 3 kN 10 kNm 1 m B 1m 3 kN/m 640044 Stergat 1 m Figure Q2: Beam Loading 2 m SE
Two solid cylindrical rods (1) and (2) are joined together at flange B and loaded as shown. If the normal stress in each rod must be limited to 280 MPa, determine the minimum diameter d₂ required for rod (2). 80 KN d₁ O 18.2 mm O 28.7 mm O 24.6 mm O 30.2 mm O 21.7 mm 140 KN 140 KN B (2)
P7-L In cach case,calculate the value of Q and i that are used in the shear formula for finding the shear stress at A. Alsa, show how the shcar stress acts on a differential volume element located at point A. fa2m 02m tazm al aim (d) al m 03m 03 m taim Fozm le) a5m falm 402m 0.3m talm 01m (c)
Read the question carefully and give me right solution with clear calculations
A solid circular bronze [G = 6,500 ksi] shaft, 6.2 ft long and 1.150 in. in diameter, carries a torque of 85 lb-ft. For this shaft, determine: (a) the maximum shear stress in the shaft. (b) the magnitude of the angle of twist. Answer: (a) Tmax psi (b) Ф%3
A square bar carries a series of loads as shown in Figure P1-47. Compute the stress in each segment of the bar. All loads act along the central axis of 1-47. the bar.
A solid circular bronze [G = 6,500 ksi] shaft, 6.0 ft long and 1.325 in. in diameter, carries a torque of 90 Ib-ft. For this shaft, determine: (a) the maximum shear stress in the shaft. (b) the magnitude of the angle of twist. Answer: (a) Tmax = psi (b) Ф%3D