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Page 112 <br /> Donaldson-Torit Dust Collection 529/2024 <br /> Engineering Calculations <br /> S.O.N=ter IG17991426 L001(sites edfic wintl 8 setsmic) Calce Doha by Micheal L.&awn <br /> Mcdal DFE 2-12 at ho r 4825 Calc.R-1 0 can <br /> Cuslohhar Henderson Ente nses,Inc.//The Baei spre3mtias.aeimeae:st a¢m4 <br /> Lea Angle Tear-0m shear and Bolt Bearing at Crms Bore Bell Was Leg caunn member is angle se lion <br /> AISC Min.bat hole CL Imn edge 1.00 inches <br /> Actual bat We CL 1-edge 1.50 inches Bat hole GL Gum edge OK (CL ok t>AISC minimum) <br /> bolt Hole Gage 2.50 inches Bolt Hole Gage�inches <br /> FIR Brace Bolt Bearing fume 2.44 kips <br /> Available bearing strength,RN 13.05 kips Ora per ASIC 3 10 SecOon J3.10 <br /> FIR LeglBrace boll bearing OK? OK <br /> FivVRear Bmce Hnn x ntal Force 1.83 _kips <br /> Goss shear area,Au,' 0.65 iN Whihnore section angle: degrees 0.52359877fi radians <br /> Shear yield available strength,Rn_ _ 9.35_ ikips 1.5 per ASIC3 10 Section J42 <br /> Net shear area.A. 0.65 in <br /> Shear repWreFZalable strength,Rn 11.30 kips Open ASIC 3a0.10 Section J42 <br /> F/R LegMm-shear OK? OK <br /> side Bace Bat Bearing face 1.62 kips <br /> Available bearing stregth,RNI 13.05 kips <br /> skis LegBrace bolt beaNg OK? OK <br /> Side Brace Horizontal Fproe 1.18 kips <br /> Shear reld available strength,Rm:' 9.35 skips <br /> Shear rapture available strength,Rn _ 11.30 skips <br /> F/R LegBrace shear OK?® <br /> H-per Gussets flea column attachnnea l A36 steel,0.1875 in.minimum thick <br /> Gusset thickness 0.1875 <br /> Material A36 <br /> Yetd strength(Fy) 36.00 ksi <br /> Ultimate tensile strength(Fu) 58.00 ksi <br /> Min.Al a Bats on Lag Gusset 4 =Use 0 for ha atr ike acnection <br /> Vertical hole ceaedice spacing 3.5 Lc 3.078125 inches <br /> Bal Hole Ceetedice from End 2 Lc 1.578125 inches <br /> Bat Hole Centedine from short Side . n Lc 1.308125 a. <br /> Beading per gusset bolt,Rip........_.........1.1.2 (tips <br /> Gusset F,(Rd 1). 854 'kips �par ASIC 3 10 Sec Urn J310 <br /> - <br /> Rp/(RNI)I 0.13 <br /> B.nngOK?J Gusset Bearing OK <br /> Block Shear force -2 01_ =kips <br /> Net shear area,A_.­ <br /> ........ 0.79 <br /> n <br /> .. _........ .........._iin` <br /> Goss shear area.As, 1.03 <br /> Net tensile ama,A. 0.25 <br /> in' <br /> Allowable Bloat Shear,Ras'' 18.34 =kips Ube (default Ubs=l Ofa single bdla9hhgle mx) <br /> Block Shear OK? Gusset Bloat Shear OK 1 per ASIC 360-10 Section 34 <br /> Lea Column BOH Bearing at Hogcer Gussets!leg column a0achmenll A36 steel,0.25 in.mirhimum thick <br /> Max.Column Top Force; 086 ;kips <br /> Caumn Bearing per bat,Rp1 0.81 __--ikips <br /> Min.edge distance tip c.l.a hole= -------1_00--------------inches Lc 0.578125 inches <br /> Min.c.l.to c.l.of bills on cdumni 2.25 :irhches Lcl <br /> 1.40625 inch.Column R,r/ 5.03 kips 2 per ASIC 360-10 Section J3.10 <br /> P#(RNI) 0.16 <br /> Column Bearing, et Bill Bean OK <br /> Caugipi] ar gusset bolls 314 inch(19.imm)ASTM A325(SAE Grade 5)bolts,4 per leg gusset <br /> Bill Size or"Wr if welded 0.75 <br /> Bat Grade s Gr.2(A307),5(A325),9(A490),P593B,A19343M <br /> Specification tensile strength.-Fu 120 ka <br /> AISC 3fi0-10 Table J3.2 haminal <br /> shear strength w/threads...Fm 54 ksi <br /> ABC SCM 140,Ed Table 7-1 <br /> available shear,strength...Fm/I 27 ksi <br /> Bat Hae Size 0.84375 Bat We larger tan itandr d size <br /> Boll nominal area-A. 0." ire <br /> Column Rat 11.93 wps <br /> Fip/(RNI) 0.09 <br /> ColumntHopper Bills OK? Gassed Bills OK <br /> Anchor Bats <br /> Mcf-Type <br /> Bat Description 3/4 x 9 x 4k <br /> Bat Diameter 0.75 in <br /> Bat Depth In <br /> C-W Strength psi <br /> Bats Per Base Hate 4 <br /> 17991426-1 DFE 2-121BC 20214 Leg Supped Calcs-site specific Members <br /> Figure 4-Excerpt "Boeing DAPP 17991426-1 DFE 2-12 IBC 2021 4 Leg Support Calcs" <br /> Evaluation Report Donaldson-Torit Dust Collection System for Boeing Everett 40-53 DAPP Project <br />