Beam AB is supported as shown in Figure P4.10/11. Tie rod (1) is attached at B and C with double-shear pin connections while the pin at A is attached with a single- shear connection. The pins at A, B, and C each have an ultimate shear strength of 54 ksi, and tie rod (1) has a yield strength of 36 ksi. A uniformly distributed load of w = 1,800 lb/ft is applied to the beam as shown. Dimensions are a = 15 ft, b= 30 in.., andc=7 ft. A factor of safety of 2.5 is required for all components. Determine: (1) (a) the minimum required diameter for tie rod (1). (b) the minimum required diameter for the double-shear pins at B and C. (c) the minimum required diameter for the single-shear pin at A. a FIGURE P4.10
Beam AB is supported as shown in Figure P4.10/11. Tie rod (1) is attached at B and C with double-shear pin connections while the pin at A is attached with a single- shear connection. The pins at A, B, and C each have an ultimate shear strength of 54 ksi, and tie rod (1) has a yield strength of 36 ksi. A uniformly distributed load of w = 1,800 lb/ft is applied to the beam as shown. Dimensions are a = 15 ft, b= 30 in.., andc=7 ft. A factor of safety of 2.5 is required for all components. Determine: (1) (a) the minimum required diameter for tie rod (1). (b) the minimum required diameter for the double-shear pins at B and C. (c) the minimum required diameter for the single-shear pin at A. a FIGURE P4.10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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