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' By G. OHANIAN RAdK DEOI(4N & EN( INEERIN( do. <br /> • DATE. 7-3-18 412 WET BROADWAY, QUITE #204 SHEET NO 6 <br /> SUBJECTLENDALE, dA. 91204 JOB NO. RD-19482 <br /> +`•�TEL:(818)240-3810 <br /> E-MAIL: rackdepignlegmail.com <br /> W10x22 COLUMN KI = 2x140 = 66 Fe_ 7r2xE =68 <br /> F =36 KSI rx 4.3 ( rI )2 <br /> Y <br /> Mn=Zx.Fy=936 "K Fe>.44Fy=22 <br /> Ag=6.4 Qb=1.67 <br /> Is'- ‘ ,.K <br /> Z x=26 S2c=1.67 Mc= fb = 560 Fcr=Fy(.658FY/Fe =29 KSI <br /> rx=4.3 Pn=Fcr•A9 = 187 K <br /> P Pn = 187 _ 112 <br /> c = Qc 1.67 <br /> COMBINED STRESS RATIO TWO SIDES LOADED <br /> P = 5.0 _ 04<.2 M e= 0 <br /> Pc 112 <br /> MS = 2x93"K= 186"K <br /> Pr 264 <br /> 2P+ Mc 2x1912 + 560 = .5<1.0 Pr+ M = 2x5.9 + 186 = .4<1.0 <br /> 2P Mc 2x112 560 <br /> OVERTURNING <br /> MOT= 93"K <br /> MR = 5.9 Kx29"= 171 "K NO UPLIFT <br /> (3)-5/8"0 ANCHORS PER BASE PL., 4" EMB. <br /> SIMPSON STRONG BOLT 2 ESR-3037 <br /> SPECIAL INSPECTION IS REQUIRED <br /> "X" BRACING LENGTH 3/4"0 H.S. BOLT <br /> r OF BAR <br /> COL. L-2.5"x2.5"x3/16" <br /> P = 1 K x 2 x 80� =2.7x2 =5.4 K HORIZONTAL BRACE \ <br /> 60 SPAN SIDES <br /> LOAD O <br /> 2"x3/16" FLAT BAR 2"x3/16" FLAT BAR I <br /> Pa = 2"x.18"x36x.6 = 7.8>5.4 K "X" BRACE TYP. <br /> 3/4"0 H.S. BOLT <br /> Pa= 9 >5.4K <br /> BASE CONNECTION (6) 3/4"4 H.S. BOLTS <br /> STIFFENER <br /> !=2M = 64K <br /> BASE <br /> Mo = 19.4K x4 x5"= 388>264"K i 'III: N <br /> .._ <br /> • , II BASE BOL 0 H.S. • <br /> BOLT _ <br />