A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place, however, a gap of A = 0.40 in. existsbetween the two pipes. Bronze pipe (1) has an elastic modulus of E1 = 16,000 ksi, a cros5-sectional area of A1 = 2.43 in.?, and a length ofLq = 6.4 ft. Aluminum alloy pipe (2) has an elastic modulus of E2 = 10,000 ksi, a cro55-sectional area of A2 = 1.26 in.?, and a length of L2 =94 ft. If bolts are inserted in the flanges and tightened so that the gap at B is closed, determine:(a) the normal stresses produced in each of the members.(b) the final position of flange B with respect to supportA.L1L2В(2)(1)Answer:(a) 01 =ksi02 =ksi(b) ÕBA =in.

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A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place, however, a gap of A = 0.40 in. exists between the two pipes. Bronze pipe (1} has an elastic modulus of E1 = 16,000 ksi, a cross-sectional area of A1 = 2.43 in.?, and a length of Lq = 6,4 ft. Aluminum alloy pipe (2) has an elastic modulus of E2 = 10,000 ksi, a cross-sectional area of A2 = 1.26 in. ?, and a length of L2 = 9.4 ft. If bolts are inserted in the flanges and tightened so that the gap at B is closed, determine: (a) the normal stresses produced in each of the members. (b) the final position of flange B with respect to support A. L1 L2 В (2) (1) Answer: (a) 01 = ksi 02= ksi (b) ÕBJA = in. %3D

A bronze pipe (1) is to be connected to an aluminum alloy pipe (2) at flange B. When put in place, however, a gap of A = 0.40 in. exists between the two pipes. Bronze pipe (1} has an elastic modulus of E1 = 16,000 ksi, a cross-sectional area of A1 = 2.43 in.?, and a length of Lq = 6,4 ft. Aluminum alloy pipe (2) has an elastic modulus of E2 = 10,000 ksi, a cross-sectional area of A2 = 1.26 in. ?, and a length of L2 = 9.4 ft. If bolts are inserted in the flanges and tightened so that the gap at B is closed, determine: (a) the normal stresses produced in each of the members. (b) the final position of flange B with respect to support A. L1 L2 В (2) (1) Answer: (a) 01 = ksi 02= ksi (b) ÕBJA = in. %3D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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