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Pro Design SEISMIC-EQUIP ONLY AMS PROV EVERETT 12--4-22 MEZZ <br /> IDENTIFICATION: PROVIDENCE EVERETT <br /> BASE SHEAR <br /> I 1.00 SEISMIC USE GROUP I 12-1-22 . <br /> R 2.00 Ss: 124% G G. al,i) <br /> Seismic Overstrength F 2.50 S1: 44% ,Z'i. .T.b iyt T"j <br /> SITE CLASS D . Fa: 1.10 0 m W eet,y <br /> Sds=2/3"Pass: 0.91 Fv: 1.60 , ?/. ( 4 <br /> Sd1=2/3"FvS1: 0.47 4 ! ���✓✓✓ 1 <br /> PERIOD T o: 0.10 t ?6721 <br /> • <br /> PERIOD T s: 0.52 `.e. �rsreaE° 1ti <br /> 415,, '6 <br /> L <br /> Ct= 0.020 Ct=(.028)-steel,(.016)-concrete MRF&(.02)other --- <br /> hn(roof)= 21.50 uppermost level(ft) WASH CML, MECH, & STRUCTURAL ENGINEER <br /> Building Period(T)= 0.200 sec =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 <br /> HT OF BASE 24.00 24.00 0.00 Z-HT TABLE E-3 UFC 3-301-01 <br /> BASE 1 24.00 24.00 <br /> OVERALL BASE WIDTH 24.00 <br /> WEIGHT <br /> ID QUANT LENGTH AREA UNIT W KIPS X Y Z W X W Y W Z SUM <br /> /HT IN IN KSI (1,000 LBS) IN IN IN IN-LB IN-LB IN-LB WZ <br /> 1 1.000 0 0 0 1 0 <br /> 2 0 0 0 1 0 <br /> 3 0 0 0 1 0 <br /> 4 0 0 0 <br /> TOTAL WEIGHT 1.00 SIDE SIDE Sds 0.91 <br /> CG X in 0.00 DIST CG TO BASE EDGE 12.00 12.00 12.00 <br /> CG Y in 0.00 IMPORTANCE Ip 1.000 <br /> CG Z in 0.00 R LEFT 12.0 0.50 0.25 ap FROM 13.6-1 2.5 • <br /> R RIGHT 12.0 0.50 0.25 Rp FROM 13.6-1 6.0 <br /> L 24.0 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 0.273 z 12.0 <br /> 0.4"ap"Sds"(Ip/Rp)"(1 +2*z/h)x Wp 0.297 h 25.0 <br /> MAX=1.6"Sds"Ip x Wp 9.600 hx/hr RATIO 0.48 <br /> 0.297 x W <br /> SEISMIC FORCE 0.30 KIPS <br /> 1.\ I t,„,,.\ 4 <br /> 12/4/2022 Page 1 <br />