A structural steel hollow section member connects to a cut plate armature and a structural column via top and bottom structural steel plates. A dead load bracket is positioned along the assembly, with reaction forces and geometry referenced to coordinate sheets. The hollow structural section is rolled to a variable radius and finished with paint. Additional framing includes horizontal members and connection points detailed with specific offset dimensions.
2' - 6" CUT PLATE ARMATURE, STR. STEEL PLT T & B, TYP. STR. COLUMN, SSD HSS 6 X 2 HOR. ROLLED TO VARIABLE RADIUS, FINISH PAINTED DEAD LOAD BRACKET FOG EC144 7 EC144 1 EC144 9 1' - 5" 4' - 8 9/16" 3" 3" 3" 1/2" 3" 1' - 0" 3' - 9" Rx Ry FOR REACTION A REFER TO EC122 FOG GEOMETRY GPT_EC1_N_GLA_# STR. COLUMN GEOMETRY GPT_EC1_N_COL_# Rh Rn Mv FOR REACTION C REFER TO EC122
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