San Francisco : Architect and Engineer, Inc · leaf 369
WFI.DlNt; PLATKOHM ANll STOCK IlLES. A STKUCTUKAL EMJINEER ACTLNCI AS KlLAUOREKS FAHRICATED FIVE TRUSSES PER DAY IK WKl.PKUS AND T\Vi 61 62 AUCHITLCT AND ENGINEER, August, 192 7 … TOP CHORD CONNECTION PLATE AT COLUMN For testing out the strength of the weldedmembers, one of the 60 foot trusses, chosen atrandom, was loaded with 46 Sf more weightthan it was calculated to carry causing a deflec-tion of less than • (. of an inch. After the trusses were fabricated, certainchanges…
Architecture · Building
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