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ECLI PS E Project: Cascade Coffee Addition <br /> ENGINEERING Project#: 22-10-138 <br /> Date: 3/20/2023 <br /> HSS Limit States <br /> Engineer: CCL <br /> Connection:CONN-2 <br /> Column HSS Face Thickener PI <br /> Column HSS5X5X1/4 tf, 0.375 in <br /> Axial Force 14500 lbs(Axial Column Load) <br /> Fy 46 ksi <br /> Fu 58 ksi <br /> 0.233 in <br /> B 5 in <br /> H 5 in <br /> A 4.3 sq-in <br /> U 0.073 <br /> Of 0.997 <br /> t, 0.375 in <br /> N 9.00 <br /> HSS Wall Plastification <br /> Rn/Omega 134268.7 lb <br /> Utilization 0.06 OK <br /> HSS Punching Shear (AISC Eq 10-7b) <br /> Bolt to HSS Sidewall distance 2.5 in <br /> Rae 14018 in-lb <br /> Allow 285638.4 in-lb <br /> Utilization 0.05 OK <br /> Longitudinal Plate T,Y and Cross Connections, <br /> under Plate Axial Load Limit State. HSS Wall Plastification <br /> R, H l <br /> r, R.sintl= F`�1 4-41,1111�, I (K1-9) <br /> —— $- 1.00(LRFD) S2 1.50(ASD) <br /> — N - B -� <br /> 47/81 <br />