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COUGHLIN PORTER LUNDEEN <br />STRUCTURAL CIVIL SEISMIC ENGINEERING <br />Interior Partitions - Cont'd <br />Partition Brace <br />L=9'max <br />Fp = 7 psf x 5' x6.5'x (2)^0.5 = 322 Ibs <br />Fallow = 0.7xFp = 226 Ibs <br />See calculation for brace with axial force <br />362S162-43 works <br />Connection <br />#10 screw, 33 mil min, allowable capacity =177 Ibs <br />Capacity = 4x177 Ibs = 708 Ibs <br />less than demand - Good <br />Allowable.. <br />#6 screw <br />#8 Screw <br />#10 Screw <br />#12 Screw <br />'/4" screw <br />Thickness <br />Design <br />Fy <br />(Pas -643Ibs,Pts-4191bs) <br />(Pss=1278lbs,Pts=586lbs) <br />(Pas= 1644 lbs, Pts = 1158 lbs) <br />(Pas= 2330 lbs, Pts = 2325 lbs) <br />(Pss= 3048 lbs, Pts = 3201 lbs) <br />(Mils) <br />Thickness <br />YieldTenFu <br />(ksi) <br />sile <br />(ksi) <br />0.138" <br />dia, 0.272" Head <br />0.164" <br />dia, 0.272" Head <br />0.190" <br />dia, 0.340" Head <br />0.216" <br />dia, 0.340" Head <br />0.250" dia, 0.409" Head <br />Shear <br />I Pull -Out Pull -Over <br />Shear <br />I Pull -Out Pull -Over <br />Shear <br />I Pull -Out Pull -Over <br />Shear <br />I Pull -Out Pull -Over <br />Shear <br />Pull -Out Pull -Over <br />18 <br />0.0188 <br />33 <br />33 <br />44 <br />24 <br />84 <br />48 <br />29 <br />84 <br />52 <br />33 <br />105 <br />55 <br />38 <br />105 <br />60 <br />44 <br />127 <br />27 <br />0.0283 <br />33 <br />33 <br />82 <br />37 <br />127 <br />89 <br />43 <br />127 <br />96 <br />50 <br />159 <br />102 <br />57 <br />159 <br />110 <br />66 <br />191 <br />30 <br />0.0312 <br />33 <br />33 <br />95 <br />40 <br />140 <br />103 <br />48 <br />140 <br />ill <br />55 <br />175 <br />118 <br />63 <br />175 <br />127 <br />73 <br />211 <br />33 <br />0.0346 <br />33 <br />45 <br />151 <br />61 <br />140 <br />164 <br />72 <br />195 <br />177 <br />84 <br />265 <br />188 <br />95 <br />265 <br />203 <br />110 <br />318 <br />43 <br />0.0451 <br />33 <br />45 <br />214 <br />79 <br />140 <br />244 <br />94 <br />195 <br />263 <br />109 <br />345 <br />280 <br />124 <br />345 <br />302 <br />144 <br />415 <br />54 <br />0.0566 <br />33 <br />45 <br />214 <br />100 <br />140 <br />344 <br />118 <br />195 <br />370 <br />137 <br />386 <br />394 <br />156 <br />433 <br />424 <br />180 <br />521 <br />68 <br />0.0713 <br />33 <br />45 <br />214 <br />125 <br />140 <br />426 <br />149 <br />195 <br />523 <br />173 <br />386 <br />557 <br />196 <br />545 <br />600 <br />227 <br />656 <br />Project: PRMC--BHU 4A <br />Designed By: RHC <br />Date: 9/1 /2020 <br />Project No: Client: NAC Checked By: Sheet: <br />801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com <br />in <br />