Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 167
ly does, shear angles should be put in thecolumn directly underneath. The webs and stiffener angles of TOP PUTE OF CAP OF COLUMN PLAN SHOWING RELATION OF BEAMSOVER TOP OF COLUMN TO LINE WITHMFM6ERS or COLUMN ■■fiijij iiifir- i^ -3„>h. ■■^^fi ,ii I a an a 11 a □a 1 1 II . Ui . 1—^^ 1 r:: a 1… … SPECIAL COMNECTION-3 BEAM GIRDER OVER TOP OF caUMN. Fig. 127. the girders or beams should not bear on an unsupported cap plate,but this cap phite should be well supported b} shear - jjlates orangles. The above is illustrated by Fig. 127. Column splices are not ordinarily designed to carry the…
Architecture · Building · Carpentry
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