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SearnChek v2016 licensed to. Reg# <br /> Vandeputte,Mary-Orono,Mn wring Wall Replacement <br /> C1 Post Prepared by:WL Date;4118117 <br /> Selection 6x 6 Treated Hem-Fir Solid Woad Column <br /> Conditions NDS 2012,Using values for 5x+solid sawn,Posts and Timbers. <br /> Data Load 6768# Column Area 30.25 int Kf 1.00 <br /> Actual Height 7.33 ft le dl Effective Ht 88 in c 0:80 <br /> Unbraced L1 7.33 ft le d2 Effective Ht 0 in KcE 0.30 <br /> Unbraced L2 0.0 ft Ke Buckling Mode 1.0 FcE 1526 <br /> Att butes and Values Controlling d is 5.5 Inches Fc II(psi)E(psi x mil) <br /> Reference Values 950 1.3 <br /> leld psi Area(int) Adjusted Values 784 1.3 <br /> Actual 16 224 30.25 CF Size Factor 1.00 <br /> Critical 50 784 8.63 Cd Duration 1.00 <br /> Status OK OK OK Cm Wet Use 1.00 1.00 <br /> Ratio 32% 29% 29% Cp Stability 0.83 <br /> Note:A wood plate under this column must have an Fc value,perpendicular to the grain, greater than 224 psi. <br /> Notes -6x6 treated Hem-Fir is the minimum required to meet code. I would highly suggest <br /> the use of 6x6 treated paralam or glulam. Treated posts may be incased in <br /> floor concrete resting on top of foisting(see footing design). <br /> -Post is designed to be laterally supported in wall parallel to stair&unsupported <br /> perpendicular to stairway <br /> -While not required,a non-permeable membrane between the post and footing <br /> will break any capillary action resulting in less fatigue overtime <br />