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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Question
![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., and c =7 ft. A
factor of safety of 2.5 is required for all components.
(1)
Determine:
(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
10:18 PM
P Type here to search
2 38°F Mostly clear
2/8/2022
PgUp
PgDn
F12
(1)
Esc
DII
PrtScn
End
F10
Home
423
&](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6e11f595-a40a-4bf3-b7d2-0a0cab1f1556%2Ff4179a23-d3bd-4fca-aea9-d468af2265e1%2Fpooprh_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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., and c =7 ft. A
factor of safety of 2.5 is required for all components.
(1)
Determine:
(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
10:18 PM
P Type here to search
2 38°F Mostly clear
2/8/2022
PgUp
PgDn
F12
(1)
Esc
DII
PrtScn
End
F10
Home
423
&
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