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BeamChek v2017licensed to: J3 Architects LLC Reg # 5234.65730 3 <br />SULLIVAN DECK DECK POSTS <br />Prepared by: Date: 12/12/19 <br />Selection 6x 6 Hem -Fir #2 Solid Wood Column <br />Conditions NDS 2015, Using values for 5x + solid sawn, Posts and Timbers. <br />Incised <br />Data <br />Load <br />6620 # <br />Column Area <br />30.25 in' <br />Kf <br />1.00 <br />Actual Height <br />8.9 ft <br />Is dl Effective Ht <br />107 in <br />c <br />0.80 <br />Unbraced L1 <br />8.9 ft <br />le d2 Effective Ht <br />107 in <br />KcE <br />0.30 <br />Unbraced L2 <br />8.9 ft <br />Ke Buckling Mode <br />1.0 <br />FcE <br />832 <br />Attributes and Values Controlling d is 5.5 inches <br />le/d <br />psi <br />Area (in') <br />19 <br />219 <br />3025 <br />l <br />50 <br />391 <br />16.94 <br />E <br />OK <br />OK <br />OK <br />38% <br />66% <br />56% <br />Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 219 psi. <br />51s <br />