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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 68 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br />================================================================================ <br /> 186565FS Frame 1 - Special Segments 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> FLANGE PLATE: <br /> ---------------- <br /> --Initial-- ---Final--- <br /> Width Thick Width Thick <br /> Locate (in) (in) (in) (in) <br /> ------ ----- ----- ----- ----- <br /> Lt Col 4.0 0.425 5.0 0.250 <br /> Rt Col 4.0 0.425 5.0 0.250 <br /> <br /> <br /> <br /> WEB PLATE: <br /> ---------- <br /> Calc ---Initial-- ------Final------ <br /> ------Actions----- Web Web Shear Web Shear <br /> Axial Moment Shear Thick Limit Thick Limit <br /> Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note <br /> ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- <br /> Lt Col 20 4.7 56.5 49.5 0.260 64.0 0.260 64.0 0.77 G2-1 <br /> Rt Col 19 4.7 56.5 49.5 0.260 64.0 0.260 64.0 0.77 G2-1 <br /> <br /> <br /> REQUIRED WEB DESIGN: <br /> -------------------- <br /> Locate h av Kv Cv <br /> ------ ----- ----- ----- ----- <br /> Lt Col 11.46 11.87 9.66 1.00 <br /> Rt Col 11.46 11.87 9.66 1.00 <br /> <br /> LOAD COMBINATIONS: <br /> ------------------ <br /> 19 - Dead+Collateral+0.75Live+0.45Wind_Left2 <br /> 20 - Dead+Collateral+0.75Live+0.45Wind_Right2 <br /> <br />================================================================================ <br /> 186565FS Frame 1 - Design Summary 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> FRAME: <br /> ------ <br /> Id = 1 <br />1202 W Edinger <br />Ave10/3/2024