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CONNECTION CHECK <br /> NOTE: WIND LOAD ON CONNECTION FROM PARAPET IS CANCELED OUT <br /> DUE TO SAME PARAPET WIND AREA ABOVE AND BELOW THE CONNECTION. <br /> wW <br /> Pw w= .5" <br /> zo <br /> N <br /> zo DLANTENNA&MOUNTS= (2 ANTENNA MOUNTS)(500#) = 1.0k <br /> DLPANEL= (9')(10')(5.5"/12)(150pcf) = 6.19k <br /> V <br /> D Lper panel — DLpanel + DLANTENNA&MOUNTS — 7.19K <br /> Ll <br /> T PWANTENNA= (41.5 psf)(2.5')(6.5'+4.75')(2 ANTENNA MOUNTS) _ <br /> 11 N V 2.33k/PANEL <br /> C TANTENNAWIND = (Pw)(a+l)/(I) = 8.90k/panel <br /> EPANEL= 1.2(DLPERPANEL)(w/2)/(I) = 0.98k/PANEL <br /> TTOTALEA CONNECTION = (TANTENNAWIND + EPANEL)/(4 CONNECTIONS) = 2.47k <br /> 10'WIDE x 9'TALL x 5.5"THICK <br /> V,: DL= 1.2(DLpER1ANEL)/(4 CONNECTIONS) = 2.16k <br /> BENDING: <br /> FBD M� = (1.75")(TTOTAL EA CONNECTION) = 4.32k-in <br /> V ZABOUT LEG = (4")(0.375")2/4 = 0.141in2 <br /> f� = M/Z = 17453psi = 30.64ksi <br /> I T Of"0.9(36ksi) = 32.4ksi >fu <br /> r` SHEAR: <br /> VU = SQRT((2.16k)2+(2.473k)2) =3.28k <br /> A = (0.375")(4") = 1.5in2 <br /> L2-1/2x2-1/2x3/8 fU = V/A= 2.2ksi <br /> Ofn = (0.9)(0.6)(36ksi) = 19.44ksi >f�V <br /> REFERENCE DRAWING _ �— <br /> i EXISTING PARAPET CONNECTION L <br /> 3n..J �PtLAf��Yi A6° WFIVE9;dVZ <br /> BRACKET IS ADEQUATE <br /> F.B..'NY. <br /> .. .� EL. Z41o'.'0" <br /> I PRECAST PANEL- •� 607,of BEAM <br /> F.B..L4,-6' o•e <br /> PROVIi7E a CONNEGT1ONS MIN. PER B^Y <br /> SFACEP, W a' O.G.a ZND FLOOR PANELS <br /> j PROV IVE si PA,R OF GO"NEGT;ON6 !i'N1?I 901-1 <br /> I` _MW. PER ROOF PANEL SPACE PAIRS pig=o"MAX, <br /> Description Member Calculations By MRD Date11/22/2024 <br /> ENGINEERING checked Date <br /> 250 4th Ave.South Scale NTS Sheet No20 <br /> Suite 200 <br /> Edmonds,WA 98020 Project SE01510A Downtown Everett-Wall Job No. <br /> 425.778.8500 <br /> www.c en ineerin .com 24088.614 <br />