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COUGHLIN PORTER LUNDEEN <br />STRUCTURAL - CIVIL SEISMIC ENGINEERING <br />Nb Slab Property Data <br />General Data <br />Property Name <br />T"P <br />Slab Material <br />• �:. <br />Notional Sze Data <br />Mediy/Shtyv Notional 5tm _-„� <br />Modeing Type <br />Modf ers tCurenty Use Specd*d; <br />r. Modify/Show... <br />Drsplay Color <br />Property Notes <br />Moddy; Show . <br />Property Data <br />Type <br />Th ckr,eu <br />L�_ I <br />1A Slab Property Data <br />General Data <br />Property Name <br />Slab ldatenal <br />Ndtonal Size Data Modiy/SFtow Notional Size <br />Modelirg Type <br />Mowers fCLm"y User Specdied} Moddy, Show — <br />Display color <br />Property Notes <br />Property Data <br />Type <br />Thckness <br />IF Cancer <br />2 <br />E3 <br />i h Property/Stiffness Mod+fication Factors <br />Propedy!'Std'fn Mkdfiers for Anaysis <br />Membrane f 11 Dmearan <br />Membrane f 22 Direction ., . <br />Membrane fl 2 Diedion - <br />Sendrgmll Direction _ - <br />Bendag m22 Daecbon .. <br />Ber d m12 Daeawn <br />Shear v 13 Dream <br />Shear v23 Dream <br />Mass <br />Relgtt <br />t/1a Property/Stiffness Modification Factors -i eS'. er <br />Property,Stilfness Modifk for Analysis <br />Membranef11 Direction _ <br />Atembrwe€22 Dnctm <br />Membrar* f l2 Dream <br />Bending mi 1 Drectw <br />Banding m22 Dream <br />Sending m12 Direction <br />Shear v 13 Direction <br />Shear v23 Dmeam <br />Mass <br />'P:eigk <br />t Ca r` <br />Semi -rigid diaphragm of the metal deck and concrete topping is modeled as a <br />shell -thin. It has modified stiffness factors for F11,F22 and F12 of 0.5 (NEHERP <br />Seismic Design Brief #3 recommends values between 0.15-0.5). Bending <br />factors of ml 1, m22 and ml2 are made 0.01 to minimize the out -of -plane <br />stiffness. <br />Project: NMS Designed By: LDL Date: 1 / 12/ 18 <br />Project No: Client: Checked By: Sheet: <br />801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com SC-3 <br />