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JOHNSTON PROJECT NO: SHEET NO: <br />JJOR <br />('� 1935000706 3 13 <br />BURKHOLDER PROJECTNAME: <br />JBAAsSOCIATES #0706 - Zephyrhills, FL <br />consulting structural engineers MADE <br />DATE. 03/26/19 <br />930 CENTRAL, KANSAS CITY, MISSOURI 64"I05 CHECKED BY: DATE: <br />PH:(846)421-4200 WEH wtivwjbaengr.com <br />Gondola (Shelving) Anchorage Design - Load Diagrams <br />2017 FBC / IBC 2015 /ASCE 7-10 / 2012 RMI (ANSI/MH16.1-12) <br />r o r. <br />I z -, II. <br />I C' fLr� d <br />Z <br />I v <br />1 V En <br />) tj <br />Itn <br />i <br />Vr CL;DEPTH CL DEPTH ANCHOR CL ! ANCHOR CL <br />HALF GONDOLA HALF GONDOLA DEPTH D <br />SIDE VIEW PLAN VIEW SIDE ME PLAN VIEW <br />Base Shear, RMI, sect. 2.6.2: <br />V = (CS)(IP)(WS) CSIP, CS based on frame height and IP = 1.0 or 1.5 with Public Access <br />WS = (0.67(PLRF)(PL)) + DL PLRF = 1.0,for Cross -Aisle frames <br />PL = (0.67)PL, for RMI, sect. 2.6.9(1) & ASCE 7, 15.5.3.6(a) <br />Overturning Stability: (1.0)PL, for RMI, sect. 2.6.9(2) & ASCE 7, 15.5.3.6(b) <br />Center of Mass (CM) of Product Load (PL) is typically 6" above the shelf or (1/2)(Shelf height, HI) when shelf height is < 12". <br />Fx = 1..n, is set at a Service Load level using V= (0.7)[CSIPWS] <br />Load Case #1: (2/3)PL at each shelf level RMI, secL2.6.9(1) & ASCE 7, 15.5.3.6(a) Design Shelf Loads: <br />wX <br />hx = YI <br />(0.7V)(wx)(hx) <br />Ovrtum'g <br />Resist'g <br />(wx)(hx) <br />Ewxhx <br />(0.67)PL <br />Mom,MOT <br />Mom, MRST <br />W5 <br />Y5 <br />(W5)(Y5) <br />F5 <br />(F5)(Y5) <br />w5(D/2) <br />W4 <br />Y4 <br />(wa) M <br />F4 <br />(F4)(Y4) <br />w4(D/2) <br />W3 <br />Y3 <br />(W3)(Y3) <br />F3 <br />(F3)(Y3) <br />W3(D/2) <br />W2 <br />Y2 <br />(w2)(Y2) <br />F2 <br />(F2)(Y2) <br />W2(D/2) <br />W1 <br />Y1 <br />(W1)(Y0 <br />F1 <br />(F1)(Y1) <br />w1(D/2) <br />wu= DLframe <br />Yu=Ht/2 <br />(Wu)(YU- <br />F. <br />(Fu)(Yu) <br />Wu(D/2) <br />I(..)(h.) <br />I f(F.+F,)=0.7V <br />MarF(F)(Y) <br />I M.+ =J(W)(D/2) <br />9" Shelf = 15 Ibs/shelf (Pharmacy) <br />12" Shelf = 50 Ibs/shelf <br />15" Shelf = 50 Ibs/shelf (Apparel) <br />18" Shelf = 125 Ibs/shelf <br />= 50 Ibs/shelf (Apparel) <br />24"+ Shelf = 150 Ibs/shelf <br />= 225 Ibs/shelf (Grocery) <br />30" (HD TV) Shelf = 75 Ibs/shelf <br />No. of Shelf Levels / Fixture Height (Ht): <br />Load Case #2: (1.0)PL at top shelf level only RMI, sect.2.6.9(2) & ASCE 7, 15.5.3.6(b) (4) Levels at Ht — 48" <br />wx= <br />(1.0)PL <br />hx _ - YI <br />(0.7V)(wx)(hx) <br />Ovrtum'g <br />Mom,MOT <br />Resist'g <br />Mom, MRST <br />w h <br />Jwxhx <br />W5 <br />w =DL <br />Y5 <br />=Ht/2 <br />(W5)(Y5) <br />w <br />F5 <br />F <br />(F5)(Y5) <br />F <br />w5(D/2) <br />w D/2 <br />i(.Q(h,) <br />F(F-F5)=OIV <br />MorF(F)(Y) <br />MRSTVW)(D/2) <br />(5) Levels at 48" < Ht — 90" <br />(7) Levels at Ht > 90" <br />(4) Levels at "24V" & "24X" (Full) = 69" & 81" (Top Shelf) <br />(4) Levels at HD TV = 96" (Top Shelf) (120" tall fixture) <br />(9) Levels at Pharmacy = 84" ("311)(" fixture) <br />Factor Of Safety against Overturning at Load Case #1 & #2, FOSOT = MRST/MOT <br />FOSOT < 1.0; Anchor Bolts required for both Shear & Tension <br />FOSoT >= 1.0; Anchor Bolts required for Shear only, no net uplift tension at base connection <br />FOSOT>= 1.5; No Anchor Bolts required (Except for Half Gondola Frames per owner's requirements) <br />iae Connection Desian Load Combinations: RMI, section 2.2 - Strenqth Desiqn <br />LC #6: (0.9-0.2SDS)DL + (0.9-0.2SDs)(0.67)PL - OJEL), for Load Case #1 Shear, Ruh = (flo)V/2 <br />(0.9-0.2SDs)DL + (0.9-0.2SDs)PL - 00(EL), for Load Case #2 Tension, Rug =[(OOMOT/0.7}(0.9-0.2SDs)MRsTU(FrameDepth) <br />