Laserfiche WebLink
Flexural Strength <br />(AISI Sec. F) <br />Global Buckling Check <br />Cb <br />Sf <br />My <br />G <br />J <br />lyy <br />L„ <br />IF L„ > KL <br />Fcre <br />Eq F2.1-2 <br />Sec E-4 <br />Eq. F2.1.4-1 <br />Sec F2.1.4 <br />Eq. F2.1.4-2 <br />in' <br />(ft-K) <br />(KSI) <br />in <br />in <br />in <br />(KSI) <br />1.00 <br />10.1 <br />35.35 <br />11,200 <br />36.5 <br />11.32 <br />976.695901 <br />Global Buckling not <br />applied <br />719.37 <br />Web Local Buckling: <br />Sec F3.1 <br />Se <br />A <br />p <br />Fn <br />Mn <br />Ma <br />Eq. 1.1-3 <br />Eq. 1.1-2 <br />Sec 2.1 <br />Eq. F3.1-1 <br />(in^3) <br />(ft-K) <br />(ft-K) <br />(ksi) <br />8.27 <br />1.373724115 <br />1 <br />42 <br />28.95 <br />0.90 <br />26.05 <br />Yield Strength <br />Sec F2.1 <br />Sx <br />Sy <br />Mx <br />My <br />in <br />in' <br />(ft-K) <br />(ft-K) <br />10.1 <br />5.661 <br />35.35 <br />19.8135 <br />Design Loads and Allowable Strength <br />Pr <br />Pa <br />Pr/Pa <br />Mrx <br />Max <br />Mrx/Max <br />Mry <br />May <br />Mry/May <br />(kips) <br />(kips) <br />(kips) <br />(K-ft) <br />(K-ft) <br />(K-ft) <br />(K-ft) <br />(K-ft) <br />(K-ft) <br />6.77 <br />57.23 <br />0.118241 <br />23.84 <br />26.05 <br />0.91506885 <br />11.69 <br />17.83 <br />0.655714 <br />