ETABS 18.1.1 License #*13E9GDA8BKF5NQM ETABS Steel Frame Design AISC LRFD 93 Steel Section Check (Strength Summary) Level Story1 Element Details Element Unique Name Location (m) Combo Element Type B6 8 4.55 C2 Φb Φc 0.9 0.85 L (m) Moment Resisting Frame Design Code Parameters Φt Φv 0.9 A (m²) I33 (m⁴) 0.0015 0.000005 0.05687 Av3 (m²) Z33 (m³) 0.0006 0.000075 0.000063 J (m⁴) I22 (m⁴) r22 (m) S22 (m³) Av2 (m²) Z22 (m³) 0.000003 0.0416 0.000051 0.0009 0.000057 Material Properties E (kgf/m²) fy (kgf/m²) D/C Ratio 25310506.54 0+ α NA 0.895 + 0 Stress Check Forces and Moments (H1-1b) (Combo C2) Pu (kgf) Mu33 (kgf-m) Mu22 (kgf-m) Vu2 (kgf) 4.55 Cw (m⁶) Demand/Capacity (D/C) Ratio (H1-1b) Axial Ratio Flexural RatioMajor Flexural RatioMinor 0.895 Location (m) Slender 0.9 0.000005 20389019158 Classification Φc,Angle 0.9 Section Properties S33 (m³) r33 (m) Section 4.60000 T150X100X3 0 -1532.45 0 Axial Force & Biaxial Moment Design Factors L Factor K Cm B1 B2 Major Bending 0.978 1 1 1 1 Minor Bending 0.25 1 1 1 1 Pu Force (kgf) 0 Vu3 (kgf) 1697.53 0 Cb 1.057 Axial Force and Capacities ϕPnc Capacity (kgf) ϕPnt Capacity (kgf) 22652.04 33349.12 Moments and Capacities ϕMn Capacity (kgf-m) Mu Moment (kgf-m) Major Bending CABANASM.EDB 1532.45 Page 1 of 2 1713.11 6/6/2023 ETABS 18.1.1 License #*13E9GDA8BKF5NQM Mu Moment (kgf-m) ϕMn Capacity (kgf-m) 0 625.09 Minor Bending Vu Force (kgf) CABANASM.EDB Shear Design ϕVn Capacity (kgf) Stress Ratio Major Shear 1697.53 11900.11 0.143 Minor Shear 0 8182.93 0 Page 2 of 2 6/6/2023