MASTERING ENGINEERING WITH PEARSON
10th Edition
ISBN: 9780134325262
Author: HIBBELER
Publisher: PEARSON
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Textbook Question
Chapter 4.5, Problem 4.51P
The rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in. and a modulus of elasticity Eal = 10(103) ksi. If the bar is initially vertical, determine the displacement of the end B when the force of 2 kip is applied.
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Chapter 4 Solutions
MASTERING ENGINEERING WITH PEARSON
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The C83400-red-brass rod AB and 2014-T6- aluminum...Ch. 4.6 - The assembly has the diameters and material...Ch. 4.6 - The rod is made of A992 steel and has a diameter...Ch. 4.6 - The two cylindrical rod segments are fixed to the...Ch. 4.6 - The two cylindrical rod segments are fixed to the...Ch. 4.6 - The pipe is made of A992 steel and is connected to...Ch. 4.6 - The bronze C86100 pipe has an inner radius of 0.5...Ch. 4.6 - The 40-ft-long A-36 steel rails on a train track...Ch. 4.6 - The device is used to measure a change in...Ch. 4.6 - The bar has a cross-sectional area A, length L,...Ch. 4.6 - When the temperature is at 30C, the A-36 steel...Ch. 4.6 - When the temperature is at 30C, the A-36 steel...Ch. 4.6 - When the temperature is at 30C, the A-36 steel...Ch. 4.6 - The 50-mm-diameter cylinder is made from Am...Ch. 4.6 - The 50-mm-diameter cylinder is made from Am...Ch. 4.6 - The wires AB and AC are made of steel, and wire AD...Ch. 4.6 - The cylinder CD of the assembly is heated from T1...Ch. 4.6 - The cylinder CD of the assembly is heated from T1=...Ch. 4.6 - The metal strap has a thickness t and width w and...Ch. 4.9 - Determine the maximum normal stress developed in...Ch. 4.9 - If the allowable normal stress for the bar is...Ch. 4.9 - The steel bar has the dimensions shown. Determine...Ch. 4.9 - The A-36 steel plate has a thickness of 12 mm. 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- If P = 30 kN, determine the total strain energy stored in the truss. Each member has a cross-sectional area of 2500 mm2 and is made of A-36 steel (E=200 GPa).arrow_forwardThe rigid beam is supported by a pin at C and an A-36 steel guy wire AB. If the wire has a diameter of 0.2 in., determine the distributed load w if the end B is displaced 0.75 in. downward.arrow_forwardThe rigid bar is pinned at A and supported by two aluminum rods, each having a diameter of 1 in. a modulus of elasticity Eal = 10(103) ksi, and yield stress of (sY)al = 40 ksi. If the bar is initially vertical, determine the angle of tilt of the bar when the 20-kip load is applied.arrow_forward
- The assembly below consists of a steel rod CB and an aluminium rod BA, each having a diameter of 12 mm. If the rod is subjected to the axial loadings at A and at the coupling B, determine the displacement of the coupling B and the end A. The unstretched length of each segment is shown below. Neglect the size of the connections at B and C, and assume that they are rigid. Est = 200 GPa, Eal = 70 GPa.arrow_forwardDetermine the maximum force P and the corresponding maximum total strain energy that can be stored in the truss without causing any of the members tohave permanent deformation. Each member of the truss has a diameter of 2 in. and is made of A-36 steel.arrow_forwardThe two bars are made of a material that has the stress-strain diagram shown. If the cross-sectional area of bar AB is 1.5 in2 and BC is 4 in2, determine the largest force P that can be supported before any member fractures. Assume that buckling does not occur.arrow_forward
- If P = 60 kN, determine the total strain energy stored in the truss. Each member has a cross-sectional area of 2.5(103) mm2 and is made of A-36 steel.arrow_forwardThe plate is made of material having a modulus of elasticity E = 200 GPa and Poisson’s ratio n = 1 3. Determine the change in width a, height b, and thickness t when it is subjected to the uniform distributed loading shown.arrow_forwardThe rigid beam is supported at its ends by two A-36 steel tie rods. The rods have diameters dAB = 0.5 in. and dCD = 0.3 in. If the allowable stress for the steel is sallow = 16.2 ksi, determine the largest intensity of the distributed load w and its length x on the beam so that the beam remains in the horizontal position when it is loaded.arrow_forward
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