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Three Member Frame - Pin/Pin Top Horizontal Point Load formulas

\(\large{ R_A  = R_D = \frac{P\;h}{L}  }\)   
\(\large{ H_A = H_D =  \frac{P}{2}  }\)   
\(\large{ M_B = M_C =  \frac{P\;h}{2}   }\)   

Where:

 Units English Metric
\(\large{ h }\) = height of frame \(\large{in}\) \(\large{mm}\)
\(\large{ H }\) = horizontal reaction load at bearing point \(\large{lbf}\) \(\large{N}\)
\(\large{ M }\) = maximum bending moment \(\large{lbf-in}\) \(\large{N-mm}\)
\(\large{ A, B, C, D }\) = point of intrest on frame - -
\(\large{ L }\) = span length under consideration \(\large{in}\) \(\large{mm}\)
\(\large{ P }\) = total concentrated load \(\large{lbf}\) \(\large{N}\)
\(\large{ R }\) = vertical reaction load at bearing point \(\large{lbf}\) \(\large{N}\)

 

diagrams

 

Piping Designer Logo 1

Category: Structural
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