Building construction and superintendence, by F.E. Kidder ... (1896)
Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, W.T. Comstock · leaf 239
hence the roof area directly supported at joint 5 = 152 sq. ft. Aspurlin A. comes at a joint its load is transmitted directly to thejoint. The reaction of purlin B, coming at a point between two … Fig. 253. joints, will be supported in part by each joint, and the same is trueof purlin C. We must therefore find the amount of the purlinloads that will be borne by each of the joints. When a beam sus-tains a concentrated load applied at some point other than the COMPUTING THE JOINT LOADS. 231…
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