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Author: Admin | 2025-04-27
Vy: 0.000 Vx: 0.000 || Tz: 0.000 My: 0.000 Mx: 0.000 ||-----------------------------------------------------------------------------|| COMPRESSION SLENDERNESS || Actual Slenderness Ratio : 58.633 || Allowable Slenderness Ratio : 200.000 LOC : 0.00 ||-----------------------------------------------------------------------------|| STRENGTH CHECKS || Critical L/C : 3 Ratio : 1.004(FAIL) || Loc : 0.00 Condition : Cl.E4 ||-----------------------------------------------------------------------------|| SECTION PROPERTIES (LOC: 0.00, PROPERTIES UNIT: IN ) || Ag : 2.650E+01 Axx : 2.059E+01 Ayy : 6.160E+00 || Ixx : 9.990E+02 Iyy : 3.620E+02 J : 4.060E+00 || Sxx+: 1.427E+02 Sxx-: 1.427E+02 Zxx : 1.570E+02 || Syy+: 4.993E+01 Syy-: 4.993E+01 Zyy : 7.560E+01 || Cw : 1.593E+04 x0 : 0.000E+00 y0 : 0.000E+00 ||-----------------------------------------------------------------------------|| MATERIAL PROPERTIES || Fyld: 7200.000 Fu: 9359.999 ||-----------------------------------------------------------------------------|| Actual Member Length: 30.000 || Design Parameters (Rolled) || Kx: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 1.00 ||-----------------------------------------------------------------------------|| COMPRESSION CLASSIFICATION (L/C: 3 LOC: 360.00) || λ λp λr CASE || Flange: NonSlender 10.21 N/A 13.49 Table.B4.1a.Case1 || Web : NonSlender 25.86 N/A 35.88 Table.B4.1a.Case5 || || FLEXURE CLASSIFICATION (L/C: 3 LOC: 360.00) || λ λp λr CASE || Flange: NonCompact 10.21 9.15 24.08 Table.B4.1b.Case10 || Web : Compact 25.86 90.55 137.27 Table.B4.1b.Case15 ||-----------------------------------------------------------------------------| STAAD SPACE -- PAGE NO. 5 STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.2) ***************************************************** ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted). - Member : 1 Contd.|-----------------------------------------------------------------------------|| CHECKS FOR AXIAL TENSION ||-----------------------------------------------------------------------------|| TENSILE YIELDING || DEMAND CAPACITY RATIO REFERENCE L/C LOC || 0.000 1192. 0.000 Cl.D2 3 0.00 || || Intermediate Results : || Nom. Ten. Yld Cap : Pn = 1325.0 kip Eq.D2-1 ||-----------------------------------------------------------------------------|| TENSILE RUPTURE || DEMAND CAPACITY RATIO REFERENCE L/C LOC || 0.000 1292. 0.000 Cl.D2 3 0.00 || || Intermediate Results : || Effective area : Ae = 0.18403 ft2 Eq.D3-1 || Nom. Ten. Rpt Cap : Pn = 1722.5 kip Eq.D2-2 ||-----------------------------------------------------------------------------|| CHECKS FOR AXIAL COMPRESSION ||-----------------------------------------------------------------------------||
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