Text on the drawing
W16X31 c=X" BEAM DESIGNATIONS SLAB OPENING SHEAR WALL X COLUMNS MOMENT RESISTING CONNECTIONS SHEAR CONNECTIONS COLLECTOR CONNECTIONS BEAM-COLUMN MOMENT CONNECTIONS [13] W16X31 INDICATES WALL REINFORCEMENT LIMITS OF OPENING INDICATES WALL THICKNESS WIDE FLANGE COLUMN HSS COLUMN AMOUNT OF BEAM CAMBER AT MID-SPAN MOMENT RESISTING BEAM- COLUMN CONNECTION. REF. STEEL DETAILS. TYPICAL SHEAR CONNECTIONS REF. DETAILS FOR VARIOUS CONDITIONS BEAM TO BEAM MOMENT CONNECTION. REF. STEEL DETAILS NUMBER OF EQUALLY SPACED SHEAR STUD CONNECTORS REF. DETAILS WELDED TUBE CONNECTIONS MOMENT-RESISTING BM-COL. CONN. U.O.N., CANTILEVER IS SAME SIZE AS BACK SPAN X VERT. X HORIZ. HSS OR PIPE COLUMN BOTTOM FLANGE BRACES BENT BEAM X"xY" Z" SIZE OF BEAM OPENING DISTANCE ℄ OF OPENING TO MID-DEPTH OF BEAM W LOCATION OF ℄ OF OPENING BEAM PENETRATION, REF. DETAIL X/SY HSS WF HSS HSS WELDED HSS TO HSS CONNECTION. REF. STEEL DETAILS WELDED HSS TO WIDE FLANGE CONNECTION. REF. STEEL DETAILS
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