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REVIEWED BLD2024-0896+ENG CALCS+7.10.2024_11.02.50_AM+4367385
ROSS RESIDENCE SPA DETAIL 3'-6" MAX DEPTH): Depth (ft) = Equivalent Fluid Density (pcf) _ OTM=1/6 x (w) x H A 3 (lb ft) _ Moment Resistance (lb ft) _ Shear Resistance (Ibs) _ As (#4 @ 10" OC)= Fs = Fc = a (in) _ D (in) _ Dt (in) _ Cover (in) _ Bar Diameter (in) _ Moment Reduction Factor Shear Reduction Factor (fl _ Tensile Strain (�Mn (ft Ibs) _ (�Vc (Ibs) = Failure State Moment Resistance FOS Load Combination: Controlling v:: 3.5 62.4 445.9 (�Mn (�Vc 0.23559 inA2 60 ksi 4 ksi 0.346455882 in 5.5 11 5.25 0.5 0.9 0.75 0.037481345 5647.204032 12522.61953 TENSION CONTROLLED 12.66473207 VhY Pressures (w (Comb: 1.2D- 1.6 L+ 1.6 K, 349A 9 6 Actrve Water Stem Design Ratios Flexure 0.09 : 1.00 ✓ (1.2D+1.6L+1.6H) Shear 0.10 c 1.00 ✓ (1.2D+1.6L+1.6H) Shaded areas rep resentthe structural ca patty I( ..M S=_ci 82 -- 1&ent Drags, Shear k-ft ft :l: RECEIVED BLD2024-0896 1"1112 24 REVIEWED BY CITY OF EDMONDS