Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Problem 1 An aluminum rod is rigidly attached between a steel rod and a bronze rod as shown. Axial loads are applied at the positions indicated. Aluminum Steel A=800mm2 A=1000mm2 Bronze A=700mm? 4P 2P 500mm 600mm 700mm 1. What is the maximum value of P that will not exceed the axial stress bronze of 105 MPa? 2. What is the maximum value of P that will not exceed the axial stress in aluminum of 90 MPa? 3. If P=10KN, what is the axial force to be carried by the aluminum in KN? 4. If P is 5KN, what is the axial stress of steel?arrow_forwardThere is no force on a beam, but the beam is subjected to a very large temperature difference above and below. As shown in the figure below, try to calculate the vertical displacement of the midpoint of the beam, assuming that the temperature coefficient of the entire beam is a = 11.7×10^-6 °F. Tip: See Mechanics of Materials for Beam Deformation Geometryarrow_forwardQUESTION 3 UWE The figure below shows the cross section of unsymmetric Bristol I-beam. The I-beam experiences a maximum M=4 kNm sagging bending moment. And the beam is pulled apart with end-loading forces of 20 kN. Calculate the maximum tensile stress the beam experiences. (State your answer to the nearest whole number Mega-Pascals.) 120 mm 60 mm I 40 mm 30 mm 220 mm 30 mmarrow_forward
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