Laserfiche WebLink
BY Q. OHANIAN RACK DEOICiN & ENC4INEERINGt CO. SHEET NO. 2 <br /> DATE. 4-2-2024 412 WEOT BROADWAY, QUITE #204 JOB NO.. RD-21421 <br /> ��.•TM(LENDALE, dA. 91204 <br /> SUBJECT E—MAIL: rackdejign1@gmail.com <br /> 144" 11 144" 44. <br /> 3000 #/ LEVEL T <br /> 6" BEAM TYP. r <br /> ro <br /> CO <br /> -C4 / <br /> iv 3000 #/ LEVEL 3000 #/ LEVEL <br /> o, <br /> I <br /> ' 6" BEAM I <br /> co <br /> Co <br /> M <br /> TYPE—A TYPE—Al SIDE VIEW <br /> BEAM DESIGN LOAD PER BEAM + 25% IMPACT LOAD <br /> (3.0Kx.88)+(1.5Kx.25) = 3_0— 1.5K <br /> Ix=4.42 2 <br /> 2 BEAMS <br /> a _ I_ ) x Sx=1.42 M= 8 =27"K <br /> t=.06" Fy=55 Ksl' S R= .82<1.42 <br /> 12 3/41 a <br /> L <br /> — <br /> A 384.\I L E .45"< 180 —.80„ <br /> x <br /> SEISMIC DESIGN <br /> V= DS Rx 1 4 xW IBC 2021, ASCE 7-16 <br /> (As°) RMI/ANSI/MH16.1:2021 <br /> S Os=1.10 SITE CLASS D (RISK CATEGORY II) <br /> 1=1 NO PUBLIC ACCESS RMI 7.4.2.2 <br /> R=6 MOM. CONN. (LONG. SEISMIC) RMI 7.4.6 <br /> R=4 BRACED CONN. (TRANSV. SEISMIC) <br /> W= D.L.+(.67xPRODUCT LOAD) <br /> D.L.+(1.0xTOP SHELF MAX. LOAD) <br /> LONGIT. SEISMIC <br /> LOAD PER COL. = 2x3.0 K =3.0 K <br /> 2 COL. .19K 8.2 K <br /> P=.2DL+ (3.OKx0.75)=2.4K F. <br /> 0o - <br /> W=.20L+ (3.OPLx0.67)=2.2 K .10K 8.2 K A 12.3-K <br /> V _ K co <br /> LONGIT. '29 GO <br /> K <br /> TRA VNS. .43 29 K 12.3'K 11 Li <br />