Laserfiche WebLink
BY.......c.:...oHaNiaN RAG�K DE�11(�1V & EN(�INEERING C0. <br /> 4 3-18 SHEET NO.........�............... <br /> DATE.....-.......................... 412 1fE�T BROAD1fAY� �1UITE �204 <br /> dLENDAI.E, dA. 91204 JOB NO....RD-19371 <br /> SUBJECT........................... TEL:(818)240-3810 <br /> E-�AIL: rackdedignl�gmail.com <br /> 108�� 44" 44" 44" <br /> --, fi— i �---� ��--; <br /> � � <br /> � - <br /> � N N <br /> � � <br /> . � <br /> d <br /> N N <br /> N � tn <br /> Q1 <br /> � <br /> � � � <br /> � � <br /> � (D l0 <br /> � M � <br /> � �� <br /> FRONT VIEW SIDE VIEW <br /> BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD <br /> (3.5Kx.88)+(1.8Kx.25) = 3_5— 1.8K <br /> IX=2.86 — <br /> Z 2 BEAMS <br /> �' x — — x Sx=1.09 M= 8 =24��K <br /> �=oos" FY =55Ks�. SR= .72<1.09 <br /> z 3/a" 4 <br /> � 384.`I E —.34"< 180 —.60„ <br /> x• <br /> SEISMIC DESIGN <br /> �- S os x� xW IBC 201 5 SEC. 2209.1 <br /> Rx1.4 qSCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 <br /> S ps=0.88 (USGS WEB SITE, "SITE CLASS D") <br /> 1=1 NO PUBLIC ACCESS <br /> R=6 MOM. CONN. RMI 2.6 AND 2.6.3 <br /> R=4 BRACED <br /> W=D.L.+ 3 PALLET LOAD <br /> LOAD PER CO�. = 4x3.5 K _7 �K LONGIT. SEISMIC <br /> 2 COL. .ZOK 4.7 K <br /> P=.Zp�+ (7.OKx0.75)=5.4K � <br /> .��JK 4.7 K $.2 K <br /> � <br /> W=•Zp�+ (7.OP�x0,67)=4.9 K � .l OK 8.2 K 10.5 K <br /> K � <br /> �oNciT. '51 .05" �D.�J K � �.7 K <br /> ro <br /> V = .77 K � <br /> TRANS. <br /> .5�K ��.7 K <br />