Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 168
s For 2.4-~ Beams- Fig. 126. 135 128 STEEL CONSTRUCTION of the beams or girders. If the girder has stiffeiier angles overthe bearing, as it generally does, sliear angles should be put in thecolumn directly underneath. The webs and stiffener angles of TOP PIAJL OF CAP or COLUMN PUN SHOWING RELATION… … .6ViV c1 m Qr|! QQ i Q] Q ^ m Q ,iij ( SPECIAL COmECTIOH-5 BEAM GIRDER OVER TOP OF COLUMN.Fig. 127. the girders or beams should not bear on an unsupported cap plate,but this cap plate should be well supported by shear plates orangles. The above is illustrated by Fig. 127. Column splices aie not…
Architecture · Building
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