Beam AB is supported as shown in Figure. Tie rod (1) is attached at B and C which are double-shear pin connectors, while the pin at A is attached with a single-shear connector. 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 w = 1,800 lb/ft is applied to the beam as shown. Dimensions are a = 15 ft, b = 30 in., and c = 7 ft. A factor of safety of 2.5 is required for all components. Determine the following:
Beam AB is supported as shown in Figure. Tie rod (1) is attached at B and C which are double-shear pin connectors, while the pin at A is attached with a single-shear connector. 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 w = 1,800 lb/ft is applied to the beam as shown. Dimensions are a = 15 ft, b = 30 in., and c = 7 ft. A factor of safety of 2.5 is required for all components. Determine the following:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Beam AB is supported as shown in Figure. Tie rod (1)
is attached at B and C which are double-shear pin
connectors, while the pin at A is attached with a
single-shear connector. 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 w = 1,800 lb/ft is applied to the beam
(1)
B
as shown. Dimensions are a = 15 ft, b = 30 in., and c =
7 ft. A factor of safety of 2.5 is required for all
components. Determine the following:
(1) the minimum required diameter for tie rod (1).
(2) the minimum required diameter for the double-shear pins at B and C.
(3) the minimum required diameter for the single-shear pin at A.
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