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-3 kip - Cx + 5 kip 1 45 2 = 0 Cy - 3 kip - 5 kip 1 35 2 = 0 Cx = 1 kip Cy = 6 kip The pin at C resists the resultant force at C, which is 3.041 kip 3.041 kip Pin at C (d) FC = 211 kip2 2 + 16 kip2 2 = 6.083 kip Pin A. This pin is subjected to single shear, Fig. 1–25c, so that dA 2 3 kip V dA = 0.691 in. A = ; pa b = ; tallow 2 8 kip >in 2 ...

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About the Authors . . .

Alex Ebben

Alex Ebbenis a Process Sales Engineer and thermal processing expert.

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Carrie Carlson

Carrie Carlson is a technical writer and visual designer.

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