The davit shown in the figure is supported by a cable at B and pinned at A and is subjected to a force P at the right end. The connection at A is a single shear pin with a pin diameter of da = 1.125 in. Connections at B and C are double shear connection with a pin diameter of db = 0.875 in. Tie rod (1) has an area of A1 = 1.25 in.2. The ultimate shear strength in each pin is Τu,pin = 90 ksi, and the yield strength of the tie rod is σy = 43 ksi.[a = 13 ft, b = 6 ft, c = 8 ft, d = 3 ft, θ = 70 °, P = 25 kips] Determine the normal stress in the tie rod (1). Determine the shearing stress in the pin at A. Determine the shearing stress in the pin at B. Determine the factor of safety with respect to the yield

The davit shown in the figure is supported by a cable at B and pinned at A and is subjected to a force P at the right end. The connection at A is a single shear pin with a pin diameter of da = 1.125 in. Connections at B and C are double shear connection with a pin diameter of db = 0.875 in. Tie rod (1) has an area of A1 = 1.25 in.2. The ultimate shear strength in each pin is Τu,pin = 90 ksi, and the yield strength of the tie rod is σy = 43 ksi.[a = 13 ft, b = 6 ft, c = 8 ft, d = 3 ft, θ = 70 °, P = 25 kips] Determine the normal stress in the tie rod (1). Determine the shearing stress in the pin at A. Determine the shearing stress in the pin at B. Determine the factor of safety with respect to the yield

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.2.11P

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