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1 VEE Top 46 0.6 3.3 13.6 90 0.5 4.1 7.7 0.316 0.327 0.27 Left 5 5.4 65 -2.0 0.8 63 1.4 63 1.4 -1.1 <br /> Bot 61 -0.3 -1.4 -10.1 94 0.6 2.2 -1.4 0.272 0.281 0.20 Right 6 5.4 67 -2.0 0.8 64 1.4 64 1.4 -1.1 <br /> 2 -55 Top 63 0.2 -0.7 1.2 23 0.3 -0.7 0.8 0.076 0.097 0.02 <br /> Bot 5 0.5 0.0 -10.5 94 0.6 -1.3 -6.3 0.223 0.285 0.21 <br /> 3 VEE Top 43 0.6 -3.3 13.6 102 0.5 -4.1 7.7 0.316 0.327 0.27 WELDS: <br /> Bot 62 -0.3 1.4 -10.1 108 0.6 -2.2 -1.4 0.272 0.281 0.20 Outside_Flange To Base Inside_Flange_To_Base Web_To Base <br /> WELDS: Base Shear(k/in ) Shear(k/in ) Shear(k/in ) <br /> Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit <br /> Outside_Flange_To_Bep Inside_Flange_To_Bep Web_TO_Bep ----- --• ---•- ----- ---- <br /> Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Left 0.125 F1 0.20 2.79 8.125 F2 0.10 2.79 0.125 Fl 0.11 1.86 <br /> Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit Right 0.125 FI 0.20 2.79 0.125 F2 8.10 2.79 0.125 F1 0.11 1.86 <br /> 1 L 0.125 F2 1.13 2.79 0.125 F2 0.84 2.79 0.125 F1 0.34 1.86 <br /> 1 R 8.125 F2 1.13 2.79 8.125 F2 0.84 2.79 0.125 F1 0.34 1.86 LOAD COMBINATIONS: <br /> 2 L 8.125 F2 0.10 2.79 0.125 F2 0.85 2.79 0.125 F1 0.11 1.86 <br /> 2 R 0.125 F2 0.10 2.79 0.125 F2 0.85 2.79 0.125 F1 0.11 1.86 5 • Dead+Collateral+Snow <br /> 3 l 8.125 F2 1.13 2.79 0.125 F2 0.84 2.79 0.125 Fl 0.34 1.86 6 - Dead+Collateral+Snow <br /> 3 R 0.125 F2 1.13 2.79 0.125 F2 0.84 2.79 0.125 Fl 0.34 1.86 63 - 0.6Dead+0.6Wind_Left2 <br /> 64 - 0.6Dead+8.6Wind_Right2 <br /> 65 - 0.6Dead+0.6Wind_Longl <br /> LOAD COMBINATIONS: 67 - 0.60ead+0.6wind_Long2 <br /> 5 - Dead+Collateral+Snow <br /> 23 • Dead+0.6Wind Left2 21121 Frame 1 - Bolted-End-Plates 7/27/21 7:31pm <br /> 43 • Dead+Collateral+0.75Snow+8.45Wind_Left2 <br /> 46 - Oead+Collateral+0.75Snow+0.45Wind_Right2 <br /> 61 . 0.6Dead+0.6Wind_Left1 DESIGN CONSTANTS: <br /> 62 - 0.6Dead+0.6Wind_Rightl <br /> 63 - 0.6Dead+0.6Wind Left2 Splice Yield = 36.00 (ksi ) <br /> 90 - Dead+Collateral+F1UNB SL L Bolt Type = A325 Snug-Tightened <br /> 94 - Dead+Collateral+0.45Wind_Left2+0.75F1UNB_SL_L Bolt Shear Stress = 27.00 (ksi ) <br /> 102 • Dead+Collateral+F1UNB_SL R Bolt Tension Stress = 45.00 (ksi ) <br /> 108 • Dead+Collateral+0.45Wind_Right2+0.75F1UNB SL_R <br /> PLATE SIZE: <br /> 21121 Frame 1 - Bearing Stiffeners 7/27/21 7:31pm <br /> ========== z Splice Member Web Splice(in) Bolts(A325 ) <br /> Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT Spacer RowB SpaceB Rowl <br /> Stiffener Yield = 36.0 (ksi ) <br /> 1 VEE 1- 2 12.00 6.0 0.375 0.625 4.00 4.00 2 4.00 2 4.00 0 <br /> STIFFENER SIZE: 2 -SS 2- 3 12.17 6.0 0.375 8.625 4.00 4.00 2 4.00 2 4.00 0 <br /> 3 VEE 3- 4 12.00 6.0 0.375 0.625 4.00 4.00 2 4.00 2 4.00 0 <br /> ----Stiffener--- --Web(in)-- ----Stiffener Size(in)--- <br /> Location Offset Depth Thick Width Thick Length No. PLATE DESIGN: <br /> Lt Col 0.0 12.00 0.134 2.50 0.250 12.00 1 Max Moment Max Shear <br /> Rt Col 25.0 12.80 0.134 2.50 0.250 12.00 1 Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt <br /> Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia DC <br /> STIFFENER DESIGN: -• -•- --- ---- .. . .---- ---••- <br />