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( EQUATION 12.8-1, ASCE 7-16 ) <br />Cs = SDSI / R =0.1623077 <br />WT = 32092.42 <br />STRENGHT DESIGN =V = (CS)(WT) = 5,208.85 lbs. <br />WORKING STRESS DESIGN = V = 0.7V*ρ = 4,740.05 lbs. <br />VERTICAL DISTRIBUTION OF SEISMIC FORCES <br /> ( EQUATION 12.8-11, ASCE 7-16 ) <br />FX = CVXV = T = 0.5 sec. k = 1.1 <br />LEVEL wx ( lbs. )hx ( ft )wxhx ( ft )V ( lbs. )Fx ( lbs. )Vx ( psf ) <br />EXISTING SFR = 32092.42 8.00 256739.33 4740.05 3284.66 3.047 <br />NEW ADDITION = 14219.75 8.00 113758.00 4740.05 1455.39 6.131 <br />∑ = 370497.33 <br />WIND - VS - SEISMIC DESIGN VALUES <br />Vx ( psf )WIND SEISMIC <br />TRANSVERSE: FLOOR 3.258 6.13 SEISMIC GOVERNS. <br />LONGITUDINAL : FLOOR 6.116 6.13 SEISMIC GOVERNS. <br />DESIGN BASE SHEAR USING ( ELF ) PROCEDURES <br />30.70% <br />100.00% <br />Fx = wxhx <br />k / ∑wihi <br />k <br />wxhx <br />k / ∑wihi <br />k <br />69.30% <br />HOLD - 122 N <br />Bewley St9/24/2024