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Home My WebLink AboutDESIGN CALCS - 98-00034 - Horkley's Exxon Station - CanopySupplied by: Kustom Kanopies 2789 Midland Dr. Ogden, UT 84401 -1 Design Calculations Structural Steel Canopy 1,1111111 Horkley's Exxon Station , Inc. Rexburg, Idaho Designed by: Mountain View Engineering, Inc. P.O. Box 839 Brigham City, UT 84302 James O. Moore, P.E. 5 pages of calculations 0 BUILDING INSPECTOR ATE Mountain View Engineering P.O. Box 839, Brigham City, Utah 84302 Phone (435)734-9700 Fax. (435)734-9519 j"% Job: Kustom Kanopies #2068 Subject: Horkley I s, Rexburg, Idaho DESIGN CRITERIA Sl = 35 psf DL = 10 psf Seismic Zone = 3 Wind Speed = SO mph Exposure = C CANOPY DIMENSIONS Length = 26 ft Width = 76 ft Fascia Height = 3 ft Canopy Clear Height = 15.5 ft Total Height of Canopy = 18.5 ft Number of Column Flows = 1 Number of Columns/Row = 3 LATERAL Wind Ce = 1.13 Cq = t3 qs = 16.4 psf 1w = 1 PW = 24.09 psf Total Base Shear (V) = 5.49 kip Seismic controls Ca = 0.36 R = 2.9 W = 37.05 kip ULT Total Base Shear (V) = 13.80 kip ASD Total Base Shear (V) = 9.86 kip ULT Laterad Load Each Column = 4.50 kip ASD Lateral Load Each Column = 3.29 kip Distance From Base = 17.0p ft FOOTINGS aper USC 1$0-6.$.2.2) Allowable Soil Pressure = 7 500 psf Max. Verticaf Column Load = 30.32 kip Length = 5.5 ft Width ; 5.5 ft Req. depth (see ENERCALC) = 5.99 ft Actual Embed Depth = 6.25 ft q (actual):= 1940 psf q (allowable) = SOTS psf Paged: 1 of 5 Date: 9111 /98 By -4 Paul CONTINUOUS PURLIN LAYOUT Purlin Spacing = 7.33 ft Edge Distance Each Side = 2 ft Left Cantilever = 12 ft 2 Bays) @ 26 ft Right Cantilever = 12 ft w (DL) = 0.0-73 k1f w (LL) = 0.257 kif From ENERCAtC Printout, Use W10x22 CONTINUOUS BEAM LAYOUT Left Cantilever = 13 ft 0 Bay(s) @ 0 ft Right Cantilever = 13 ft Maximum Tributary Width = 26.00 ft pl (DL) = 1.89 kip pl (LL) = 6.66 kip P2 (DL) = 1.46 kip p2 (LL) = 5.15 kip From ENERCALC Printout., Use W16x3l COLUMN Column Soecification.p12x 12�c'f 14 Tube FY = 46 ksi Length = 17 ft Moment at Base = 55.85 kip -ft S (required) = 24.28 in A 3 S {actual} = 44.'f in A 3 Unify Check <<'1.0 OK MOUINTAIN VIEW ENGINEEIRING, INC* E.U. Box 839 • Brigham Ciry, Utah 84302 Phone (435) 734-9700 • Fax. ('435) 734-9519 J Page Z Job_�YOUT Date �l-l1-`18 Subject By .ps11,.u� 4 7. �-O I'l 1 %.b& / .3 MOUNTAIN VIEW ENGINEERING, INC. P.O. Box 839 Brigham City, Utah 84302 Phone (801) 734-9700 Fax (801) 734-9519, S i 0001 Descdpfion Purlin General Information Fir - Yield Stress 50.00 Spans onsd e red Conbnuous Over Supports Span Information TRIe m. mon Fueling Canopy De ar: Paul Description : HrY Rexburg, ID Scope Multi -Span Steel Beam Load Duration Factor Dom: :PT Job # 2155 11 SES' 98 Description Span Steel Sec#ion End Fa* Unbraced Length Loads H 0 ca m�� 1.00 1 Oz22 Ffat-Pifi 1.00 26.00 1 Ox22 Pira -Pin 13,00 26.00 W 10x22 Pin -Pin 13.00 12.00 IOx2 Pia -Fr i 1.00 Live Load Used This Span Yes Yes Yes Yes - Dead Load k1ftl 0.073 0.073 0.073 0.073 Live Load k1ft 1 0.257 0.257 0.257 0.257 Mmax @ Cntr @X= Max �,d"i Leff End Max @ Right end fb : Actual Fig : Altowable Aral F .- Nlowable -ft ft psi psi 0.00 0.00 -23.76 12286.7 86.7 7000.0 5trtdtag O 11622.4 ?000.0 hcar O 8.14 13.37 -23.76 16.00 127286.7 153927.7 B-ndtnq Oil 1,879.8 20,000.0 htu OK 8.14 12.13 -16.00 -23.76 127286.7 15,927.7 B,ending OK 1 N9.8 ,I. Shear O 0.00 0.00 -23.76 0.00 12,286.7 P 0 . Sending O 1 622.4 20,000,0 Shear O Shear @ Left Shear @ Right Reactions. _. GSL @ Left LL @ Left Total @ Lift DL [d3 Right LL. @ Rigg Total @ Right Max. Deflection @ X = i; pL k l i in i ft 0.00 4.59 3.99 3.96 3.96 3.99 4.59 0,00 0.00 0.00 0.00 1.89 6.66 8.55 -0.641 0.00 224.5 -ULs- 8.55 1.77 6.22 7.98 -0,145 14.04 ,1 r4 7.4 f7i - L t ? 3?12 u- - (c) 1983-98 ENERCALC 1.77 . 22 7,98 1.89 6.66 8.55 -0.145 11 96 2YI 47.4 1.89 6.66 8.55 0r00 0.00 0.00 -0-635 12.00 226.6 : rp + I I + " ,rr ' : la KW -06024797 r . F �i r-1 M32 MOUNTAIN VIEW ENGINEERING, INC. P.O. Box 839 Brigham City, Utah 84302 Phone (801) 734-9700 Fax (801) 734-9519 pky: 5 1 000 1 Description General Inforti ation Sheet Section: W16X31 Center Span Left Cart. Right Lir d Untraced Length Poing Loads .d Load Live Load Short Tera Location Summary 13.00 ft 0.00 ft . 00 ft 7.33 ft TAW,: mon Fijefing Canopy g: Paul Rexburg., I Scope Steel Beam Design Fixed -Free LL & ST Act Toler 4 1 .890 1.460 6.660 5.150 3.670 11-.000 l n :1 16X31 secbon, Span = 1 . 0ff , Fy = WOW End Fb = Famed -Free, Lu = 7.33ft3 LDF = 1.000 Actual Moment f Bending Stress fb I Fb Shear l : Shear Stress fV I F Force & Stress Summary 1 - 088 -ft 26.447 ksi 0.987 + I 1.160 3.471 ks i 0.174 :1 -Allowable 105.440 26.790 les i 87.340 20.000 ksl Datez2:06 PI F Load Duration Factor Elastic Modulus Job # 2155 11 SEP 98 Q ` 00 $ 1.00 29 P.0i Max. Deflection Length/DL Deft Lengthl(DL+LL De€i) i k k k ft 0 -0.701 in 21015.3- 1 445.2: 1 - These columns are Dead Live Load placed as noted , DL LL LL+T LL LL+ST maximum Oniv a, Center rtr Cants CED, Cants Max. M + 104.09 -ft Max. M - -23.00 -104.09 -ft Max M Left Max, M Right Shear 9 Left 15.16 3.35 15.16 Shear @ Right Center Defl. -0.701 in _1 0.701 -0.701 0.000 0.000 in Left Cart DO 0.000 in 0,000 0.000 0.000 0.000 0.000 in Right Cart DO 0.000in 0.000 0.000 0.0,00 ...Query Def (9 0.000 ft 0.000 0-000 0.000 0-000 0.000 in Reaction (9 Left 15.16 3.35 15.16 15.16 Reaction 9, lit (c) 1983-98 EMERCALC 0pr je \ ka- nopiesVexb r 1: (u1afion KW -0602479, Ver5.0.5,15-Mar-1 998 MOUNTAIN VIEW ENGINEERING, INC. P.O. Box 839 Brigham City, Utah 84302 Phone (801) 734.m9700 Fax (801) 734-9519 slaws Description Embed Depth General Info ation Allow Passive Max Passive Load duration factor Pole Is Re-ctangular Width Restrained 9 Surface Summary Moments @ surface... Point load i etre uteri load Without Surface Restraint... q'jrd Depth Press @ 1/3 Embed... T : mon Fueling Canopy D_nr. Paul Description ' Rexburg, Scope t Pole Embedment in Soil 150.00 pcf 1,500.0o Pcf 1.330 66.000 in 783200.00 WOES . 000 ft APPlied Loads,.. Point Load distance from base DiStributed Loa distance to top distance to boftom Total Moment Total Lateral With Surface Restraint.,. Req`c! Depth Pressure �7a Base— Actual l . 00 psf Actual Allowable 0.00 pfAllowable Surface Restraint Force Job # 2155 Date: 2:11 PM, 11 SSP 98 4,600.00 lbs 17.000 ft . . 000 ft 0.000 ft 78;200.00 -# 4,600.00 I 5.989 ft 1, 194. 81 psf 1,194.81 pf 181849,82 Ib i 1983-98 ENERCALC : rJects\kkanopiesXrex-- 01aI ulabon KW -06024 7 9, Ver 5.0,E 15- Mar - W 32