Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A Member AB has the following properties: R = 90 mm, n -4 turns, G = 70 GPa,d-30 mm, and Tow-105 MPa while Member AC has the following properties: L-2,A 500 mm2, E 200 GPa, and olow - 30 MPa. Determine the maximumsafe value of W (in N). Use simplified formula for the helical spring.A60°

Given : For member AB (helical spring) ; The radius of helical spring, R = 90 mm = 0.09 mNumber of…

Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A Member AB has the following properties: R = 90 mm, n -4 turns, G 70 GPa, d-30 mm, and T -105 MPa while Member AC has the following properties: L-2,A-500 mm2. E- 200 GPa, and olow - 30 MPa. Determine the maximum safe value of W (in N). Use simplified formula for the helical spring.

Member AB (helical spring) and Member AC (axial rod) are carrying a weight at point A Member AB has the following properties: R = 90 mm, n -4 turns, G 70 GPa, d-30 mm, and T -105 MPa while Member AC has the following properties: L-2,A-500 mm2. E- 200 GPa, and olow - 30 MPa. Determine the maximum safe value of W (in N). Use simplified formula for the helical spring.

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

Current Att The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an aluminum alloy [E = 62 GPa] with a cross-sectional area of A₁ = 780 mm². Bar (2) is a bronze alloy [E = 92 GPa] with a cross-sectional area of A₂ = 520 mm². Assume L₁=2.2 m, L₂=2.5 m, a=0.7 m, b=1.7 m, and c=0.9 m. All bars are unstressed before the load P is applied; however, there is a 3.9-mm clearance in the pin connection at A. If a load of P = 35 kN is applied at B, determine: (a) the normal stresses 01, 02, in both bars (1) and (2). (b) the normal strains 1, 2, in bars (1) and (2). (c) determine the downward deflection VA of point A on the rigid bar. (1) A Answers: (a) σ₁ = (b) ₁ = (c) VA = i L₁ i i B P b (2) με, €2 = L2 MPa, 0₁ = mm. C i i D MPa. με.
Thank u in advance. Please help me out
The pin-connected structure consists of a rigid bar ABCD and two axial members. Bar (1) is bronze [E = 90 GPa] with a cross-sectional area of A1 = 510 mm². Bar (2) is an aluminum alloy [E = 68 GPa] with a cross-sectional area of A2 = 320 mm². A concentrated load of P - 75 kN acts on the structure at D. Assume L1-840 mm., L2-420 mm., a-650 mm., b-260 mm., and c-1070 mm. Determine: (a) the normal stresses o1,02 in both bars (1) and (2). (b) the downward deflection vp of point D on the rigid bar. L2 B b D Answers: (a) oi = i MPa, 02 = i MPa (b) VD - i mm.
Hi. Kindly answer this problem on Analysis of Structures and please also include the detailed free-body diagram. Thank you.
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
ASAP ty
Q2/A rigid bar the weight-80 kN is supported as shown in the Fig, compute the temperature change that will cause the stress in the steel rod to be 55 MPa. Assume the coefficients of linear expansion are 11.7 μm/(m °C) for steel and 18.9 μm/ (m-°C) for bronze. Bronze LAUM 1300 mm Steel E 83 GPa 1.5 m 320 mm² 300 GPS
Write complete solution
write the solution clearly i will give like else dislike.
D 4 5 P B 3 2a ka a → A In the plane truss system, the loading status of which is evident in the figure, the 36 - support reactions and all rod forces will be found. A is the fixed joint and B is the sliding joint. Single upload P = 35 kN, dimensions a = 1 m and bar numbers are given. Based on this, which of the following is true ? 2)
The rods of Fig. are frictionless. The coefficient of friction between the 40- kg slider block and the floor is 0.40. Determine are lightweight and all pins The angle 0 that gives the absolute greatest force P for which motion does not occur. 6 m 3 m Im 4 m
The question is below.