Beam AB is supported as shown in Figure P4.13. Tie rod (1) is attached at B and

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Beam AB is supported as shown in Figure P4.13. 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 concentrated load of P= 16 kips is applied to the beam as shown. A factor of safety of 3.0 is required for all components. 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

supported as shown in Figure attached at B and C with double shear pin connections. 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 concentrated load of P = 16 kips is applied to the beam as shown. A factor of safety of 3.0 is required for all components. Determine the minimum required diameter for tie rod (1). the minimum required diameter for the double shear pins at B and C. the minimum required diameter for the single shear pin at A. FIGURE P4.13 In Figure P4.14, the rigid member ABDE is supported at A by a single shear pin connection and at B by a tie rod (1). The tie rod is attached at B and C with double shear pin connections. The pins at A, B, and C each have an ultimate shear strength of 80 ksi, and tie rod (1) has a yield strength of 60 ksi. A concentrated load of P = 24 kips is applied perpendicular to DE. as shown. A factor of safety of 2.0 is required for all components. Determine

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