D1.B.2.5 Steel Design Output
The following is a typical TRACK 2 level output page from a STAAD output file.
STAAD.PRO CODE CHECKING - (AISC CASTELLATED) v1.0 ******************************************** ALL UNITS ARE - Kip and Inches (UNLESS OTHERWISE NOTED) Castellated Steel Design for Member 2 ========================================== Section Name ST CB27X40 Design Results -------------- Design Status: Pass Critical Ratio: 0.96 Check for Global Bending ------------------------- Load = 3 Section = 260.874 Fy = 0.76 Mz = -3020.39 Fb top = 33.00 Fb Bot = 33.00 fb = 26.83 Ratio = 0.81 Check for Vierendeel Bending ---------------------------- Load = 3 Section = 214.624 Fy = 4.61 Mz = -2894.76 Fa = 29.91 Fb = 30.00 Klr = 1.46 Fe = 69606.88 fa = 26.08 fb = 2.79 Ratio = 0.96 Check for Vertical Shear ------------------------- Load = 3 Section = 0.000 Fy = 22.50 Mz = 0.00 Fv = 20.00 fv = 2.62 Ratio = 0.13 Check For Horizontal Shear ( Web Post ) --------------------------------------- Load = 3 Section = 519.874 Fy = -20.82 Mz = -415.10 Fv = 20.00 fv = 14.73 Ratio = 0.74 Check for Web Post Buckling --------------------------- Load = 3 Section = 519.874 Fy = -20.82 Mz = -415.10 Mallow = 141.32 Mact = 189.47 Ratio = 0.75