Laserfiche WebLink
L <br />61 <br />SHUTLER CONSULTING ENGINEERS <br />Structural Engineers <br />1300 - 114th Ave SF Suite 250 <br />Bellevue, Washinyy�.on 98004 <br />(206)450-4075 FAX(206)45O-4076 <br />Date: 12/03/96 <br />COMBINED FOOTING DESIGN <br />Page: � <br />J <br />DESIGN DATA SUMMARY <br />Allowable Soft Pressure • 2500.0 psf Service Allow ACT Factored <br />Short Term Factor 1.33 Left S.P.: Static D+L • 1645.8 psf 2500.0 psf 9.1 • 2304.2 psf <br />Seismic Zone 3 Short D+1.+9: 2099.9 psf 3325.0 psf 9.2 • 2934.8 psf <br />Live Lead Acts With Short Term 9.3 • 1889.9 psi <br />f-c : Concrete • 2500 pal Right S.P.: Static D+L • 0.0 psf 2500.0 paf 9.1 • 0.0 pof <br />Fy: Reinforcing • 60000 psi Short D+L+S- 0.0 psf 3325.0 psf 9-2 • 0.0 psf <br />Concrete weight 150 Pcf 9.3 • 0.0 psi <br />Overburden Dead Wt. 0.0 pef Resultant Ecc.: Static -2.19 ft Stability <br />Min. As % 0.0014 Short Term -2.80 it Ratio 3.72 :1 <br />Column Size... A'1• 7.51n 02• 7.5in ......Col #1...... ... Between ... ......Col 92....... <br />...Base Height s'1• O.Ofn 02• O.OIn Ru/Phl As Ru/Phl As Ru/Phf As <br />Reber CL to Soft Dist. • 3.50 in Using Mu from ACT 9.10 1.0 psi 0.42 In'2/91.4 psi -0.42 in'2/R.4 psi -0.42 in'2/ft <br />APPLIED LOADS - ACT 9.2: 1.4 psi 0.42 in'2/11.1 psi -0.42 In-2/TQ.9 psi -0.42 In'2/ft <br />At Col 01: Axial Shear Moment ACT 9.3: 0.9 psi 0.42 in'2/R.2 psi -0.42 fn-2/R.6 psi -0.42 In'2/ft <br />Dead • 19.00 It 0.0 k 0.0 k-ft As(fn'2/ft/ft of width), negative -•> As 2 top of footing <br />Live • 0.00 k 0.0 k 0.0 k-ft MOMENT t: SHEAR FORCE SUMMARY -- <br />Shrt Trm• 7.00 k 0.0 k 0.0 k-ft ACT 9-1 ACT 9.2 ACT 9.3 <br />At Col 02: Axial Shear Moment -- - <br />Dead • 0.0 k 0.0 k 0.0 k-ft Mu 2 col uon R 1 0.43 k-ft 0.57 k-,It 0.36 k-ft <br />Live 0.0 k 0.0 k 0.0 k-ft Mu btwn columns -3.89 k-ft -6.28 k 1t -3.92 k-ft <br />Shrt Trm• -7.00 k 0.0 k 0.0 k-ft Mu 2 column s 2 -3.92 k-ft-6.19'.-it -3.98 k-ft <br />DINFmslms One -Nay Shears. .. <br />Ftg Dist left of Cal #1• 1.00 it Allow.: Vn•2(f-c'.5) • 100.00 psi 100.:0 psi IUU.uu pa: <br />Distance Between Columns 3.00 it Actual : Vu / .85... <br />Fig Dist right of Cot R2 6.00 1t Left of Column 01 • 0.00 psi '..00 psi LT. Of, psi <br />Total Footing Length 10.00 it Between Columns • 0.00 psi 0.00 psi 0.00 Fs <br />Footing Width 5.00 it Right of Column 02 • 4.44 psi 7.53 psi 4.84 psi <br />Footing Thickn•.ss 25.00 In Two -Nay Shears.... <br />Allow.: Vn•4(f-c'.5) • 200.00 psi 200.00 psi 200. 00 psi <br />Actual 9 Column 01 • 8.24 osi 11.63 psi 10.03 pal <br />Actual 2 Column 02 • 0.77 p;l 4.40 psi 4.48 psi <br />1• <br />11 <br />\fkk),1 <br />\fgyyyyyw�F\]9�yyly�ftl�k�y\ <br />\l�yyy$(y���\ <br />1 <br />11 <br />• I <br />1 1 <br />S.P. • 0.0 Ps <br />S.P. • 1645. ps <br />V4.40 (U 1983.96 ENERCALC <br />SMUTLER CONSULTING ENGINEERS, RN-06034SSL-A <br />