Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine reaction by Method of consistent deformation.AB has twice stiffness than BC.
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- The rigid bar is supported by a pin at A and two metal wires,each having a diameter of 4mm.The stress-strain diagram of the steel is given in the Figure below.The lower graph is the zoomed view of the elastic deformation and yielding phases of yielding phases of the stress-strain diagram given by the upper graph.a)Obtain the Young’s modulus of metal.What can you say about the kind of metal considering the Young modulus?If the poınt G is displaced 1.5 mm in vertical direction) b)Determine the forces at wires EB and DC c)the intensity of the distributed load w? d)the final diameters of wires.(Poisson’s ratio is v=0.3)arrow_forwardThe state of stress at a critical section is shown in Fig. Determine the state of stress on the element inclined at an angle of 30° clockwise from the x-axis. Represent these stresses on the element. 50 MPa - 100 MPa 25 MPaarrow_forwardDo it asaparrow_forward
- Stresses at any point in a simple axial member do not depend on the orientation of the plane being considered.arrow_forward(c). At a point in an elastic material the stresses on three mutually perpendicular planes are as follows: First Plane: 50 MPa tensile and 40 MPa shear Second plane: 30 MPa compressive and 40 MPa shear Third plane: No stress Find, (i) The position of principal planes and the magnitude of principal stresses.arrow_forwardSolve the required values using Mohr's Circlearrow_forward
- Using the force (flexibility/compatibility) method, analyse the structure in the figure below: A B ΕΙ Carrow_forwardAt a temperature of 34°F, a 0.06 in. gap exists between the ends of the two bars shown. Bar (1) is an aluminum alloy [a = 12.5 x 10-6/°F] and bar (2) is stainless steel [a = 7.3 x 10-6/°F]. The supports at A and C are rigid. Determine the lowest temperature at which the two bars contact each other. (1) 33m B (2) Answer: Final temperature = 55 in. -0.06. gap °F.arrow_forward9-10 Determine the equivalent state of stress on an element if it is oriented 30° clockwise from the element shown. Use the stress-transformation equations. 300 psi 950 psiarrow_forward
- The rigid bar of ABCD of negligible weight is supported hinge at A, steel rod at B and bronze rod at D. The properties of the rods are given in the Table. The assembly is initially stress-free. If the temperature rises by 20 degrees Celsius after a load W = 140 kN is applied, determine (a) the stress in the steel rod and the bronze rod and (b) the deformation of the steel rod and bronze rodarrow_forwardDetermine the stresses in each bar and the bond reactions.arrow_forwardI'd think that the bending stress of B is the result given in D and viceversa. Why is that not the case?arrow_forward
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