Laserfiche WebLink
50%/50yr 20%/50yr (BSE-lE)Damper <br />Axial Max (k)Axial Max {k)I•••••m••••••Rm•mingwlKl 345.5 412.5 1 1 <br />KB 365.6 437.1 1 <br /><4 345.8 412.1 <br />k<6 365.7 437.2 <br />K7 343.2 414.7 <br />KS 367.0 439.1 <br />K10 342.9 414.7 <br />K12 367.3 439.1 <br />K13 350.2 420.8 <br />K14 350.7 421.0 <br />K16 350.9 420.2 <br />K17 349. S 419.6 <br />K20 347.0 415.6 <br />K21 350.9 421.2 <br />K22 347.4 416.1 <br />K23 352.0 421.9 <br />MAXIMUM REPORTED DAMPER <br />FORCE FROM 4 GROUND <br />MOTIONS AT 50%/50YR (AN D <br />20%/50YR FOR EXTREME <br />CONDITIONS) <br />It] d <br />> IN <br />1 -. -44¢-11 - <br />. <br />3 El cl <br />- <br />1 <br />cb cb Cb <br />MODELED DAMPER PROPERTIES: <br />7LINK TYPE: DAMPER-EXPONENTIAL L <br />6 NL STIFFNESS: 3000 K/IN A + U1 , C -0 <br />1DAMPING COEFFICIENT: 262.5 K*S/IN <br />DAMPING EXPONENT: 0.3 <br />-4- 4 AVAILABLE FORCE LEVEL: 450K . - ./-1 .L <br />- 1 *..f -7 ./ <br />(NO DAMPERS REACH TH/S FORCE w . 11 <br />LEVEL UNDER CONSIDERED TIME .4.4/ 2 . 4+ . <br />'40, <br />lib 2 11- [3 6 26Iti- HISTORY RUNS) <br />Ut,2,2.*AVIA'wi'di:'A'A,1"vwqi:/1"43.. <br />i <br />3 C3 CE]C <br />EAST ELEVATION WEST ELEVATION <br />PROJECT:888 N MAIN STREET SANTA ANA SUBJECT: <br />Tomasetti REFERENCE: S18003.01 ETABS MODEL PROGRESS UPDATES SSK-20180723 <br />BY: TT DATE: 7/23/2018