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Pro Design SEISMIC-EQUIP ONLY(2) AMS PROV EVERETT 12--4-22 MEZZ <br /> IDENTIFICATION:PROVIDENCE EVERETT -TILT UP <br /> BASE SHEAR <br /> I 1.00 SEISMIC USE GROUP I 12-1-22 <br /> R 2.00 Ss: 155.0% G. ati, <br /> Seismic Overstrength F 2.50 S1: 60.0% r\ orWASy ? <br /> SITE CLASS D Fa: 1.20 0�i 4411: ca. <br /> Sds=2/3*FaSs: 1.24 Fv: 1.90 ! , 'a yt "io +� :i� <br /> SdI=2/3*FvS1: 0.76 it . 4 ���✓✓✓J 1 <br /> PERIOD T o: 0.12 12) 26721 <br /> PERIOD T s: 0.61 SA,ON T5SV, <br /> L <br /> Ct= 0.020 Ct=(.028)-steel,(.016)-concrete MRF&(.02)other <br /> hn(roof)= 21.50 uppermost level(ft) WASH CIVIL, MECH, & STRUCTURAL.ENGINEER <br /> Building Period(T)= 0.200 sec f=Ct*(hn)^(X) 0.75 9.5.3.2 • <br /> ORIGIN AT MIDPOINT OF FRONT A BOLTS TABLE e-1 UFC 3-301-01 110.00 MPH WIND <br /> WIDTH DEPTH HT X-RIGHT IS POS <br /> DIMENSIONS Y-DEPTH POS TOWARD BACK Wind 110 EXP C 27.00 LRFD <br /> HT OF BASE 2.00 2.00 0.00 Z-HT TABLE E-3 UFC 3-301-01 SEISMIC 35.24 <br /> BASE 1 2.00 2.00 SEISMIC CONTROLS <br /> OVERALL BASE WIDTH 2.00 <br /> WEIGHT <br /> ID QUANT LENGTH AREA UNIT W KIPS X Y Z W X W Y W Z SUM <br /> /HT FT SF KSF (1,000 LBS) FT FT IN FT-LB FT-LB FT-LB WZ <br /> 1 WALL PANEL 7-1/4" 27.67 2 55 0.091 5.015 0 0 0 5 0 <br /> 2 0 0 0 5 0 <br /> 3 0 0 0 5 0 <br /> 4 0 0 0 <br /> TOTAL WEIGHT 5.02 SIDE SIDE Sds 1.24 <br /> CG X in 0.00 DIST CG TO BASE EDGE 1.00 1.00 1.00 <br /> CG Y in 0.00 IMPORTANCE Ip 1.000el <br /> CG Z in 0.00 R LEFT 1.0 2.51 1.25 ap FROM 13.6-1 1.0 <br /> R RIGHT 1.0 2.51 1.25 Rp FROM 13.6-1 2.5 <br /> L 2.0 SEISMIC DESIGN CATEGORY D <br /> SEISMIC FORCES BASED ON ASCE7-10 CHAPTER 13 <br /> HORZ SEISMIC FORCE Fp LBS MIN 0.3*Sds*Ip*Wp 0.372 z 12.0 <br /> 0.4*ap*Sds*(Ip/Rp)*(1 +2*z/h)x Wp 0.389 h 25.0 <br /> MAX=1.6*Sds"Ip x Wp 4.000 hx/hr RATIO 0.48 <br /> 0.389 x W <br /> SEISMIC FORCE 1.95 KIPS 0.0352 KSF <br /> 12/4/2022 V2)\ S Page I <br /> t <br />