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Home My WebLink AboutPermit Building 2019-10-11'Eg r A.aL.';..1,lita 5,w.5,:..ps., A.r{.5r,|a lc,<l El^rly Qtg,* o rl'7-larz f s"t1 S6v5sis g Lr1ut N e, SEE FENCE PLANq. NOTES. 1. Coodinate2. Sunmlt LINE POST CAP TOP RAIL CONCRETE FOOTING See Note 5 16'r \Y bN -F cr lt .l o!-L 9\.a+';,/14 3r{) i?rJ) ,.,t-' l' ls'ir{ 1+ tt; i i\ ar. + - i- vr-+ l\t+,ci t-, <+ ". $'r i'f <:* h 3. 5, EQ. (10''0" Max.) EQ. (10'-0" Max')EQ. (10'-0" Max.) ,.{e l wfit lzor work;Lcicate CORNER POST OR TERMINAL POST WNTFI PLUG C,AP ' ALL POSTS (EF{D:Alil0 U$tlEJ 6" scH 40,PtrPE'' "'""{6-5/8" DlamalsrJ bga NotA'S. ' ' ,.'. ' 1,';,,,.1'r''.'r ,.'' FABRIC TEFiSIOII BAR. . r:..' '.:,i:.. 1 6. lq- ?-olnT'>{L Structural Calculations (Backstop Fence Post/Footing Design) Maple Elementary School 2109 J Street Springfield, Oregon 97 477 Walker Structural Engineering, P.g. aBot October ll,2019 Job Number: 19209 \ W"LKER SIRUCTURAL ENGINEERING P.C 2863 NW Crossing Drive Suite 201 Bend, Oregon97703 541.330.6869 www.walkerse.com 286, NW Crossing Drive . Suite zor Bend,Oregon977o3 Locatlon ofrce 54t-yo-6869 wwwwalkeme.com Revised Date vrf\-lKERr By C'4{osL SINUCIURAT ENGINT€RIN6 I.I.C I Client , I I I ,I I I 1."llo" Sheet # Job # Ita4Sgpr*C.,f 4f!r,r,"&?ffirl )"gpq 'p, I]' fe Sp t 1 I I I I l 1 : :Vrll h"$ : i i &r-t Irlu t ( ( L&elo .L c I Ttr'rCA l i I i I I I I I 1 i I ftl z 2863 NW Crossing Drive. Suite zor Bend, Oregon 977o3 Project Location office 54t-yo-6869 www.walkerse.com YTA LKER Sheet # Job # n?41 By STRUCTURAL EIIG III EERII{6 TtT ! Revised Date Spgrrlcfrut,0F Client \a,i I ?orr ,IFE I I I I ?qF"4..... et"It , lf, " I F$'r.t' L7, : i l I t * lr I i "] 5 l 'i- i (.b I J J s t- t j \rl il it 1 1' ,lulrlr I ,Q * ll l1 l1 rl ti i1 s,r*rq- s" j- L,.. i!. tl,q l 'p -p : ttI4U sB i-- r ,-. lr I I I I o. q{qrr(r }di f, I I I t I Us E. \U * r,ti'O il buH !--/ \wlLKER Project Title: Maple Elementary School Backstop Design 3Engineer CED Project lD: 19209 Project Descr: Walker Struclural Engineerin g, LLC 2863 NW Crossing Dr,, Suite 201 Bend, OR 97703 STRUCTURAT ENGINEERIN6 P.C Printed: 'l 1 OCT 2019. 10:40AI'J Steel Column File = Software INC. elementery backstop.ec6 Build:10.18.12.22 Description ; Backslop Fence Pole (18'Tall Max.) Code References Calculations per AISC 360-10, IBC 2012, CBC 201 3, ASCE 7-10 Load Combinations Used : IBC 2012 / OSSC 2014 General lnformation Steel Section Name : Analysis Method : Steel Stress Grade Fy : SteelYield E : Elastic Bending Modulus Applied Loads 35.0 ksi 29,000.0 ksi Overall Column Height 18ft Top & Bottom Fixity Top Free, Bottom Fixed Brace condilion for deflection (buckling) along columns : X-X (width)axis : Unbraced Length for X-X Axis buckling = 18 ft, K = 2,1 Y-Y (depth) axis : LuIorY-Y Axis buckling:5 ft, 10 fl, 15 ft, 18 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Column self weight included : 342.0 lbs - Dead Load Factor AXIAL LOADS . . Axial Load at '18.0 ft, D = 0.050 k BENDING LOADS, . Lat. Uniform Load creating Mx-x, W = 0.09450 kN DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Skess Ratio = Load Combination Location of max.above base At maximum localion values are . . . Pa :Axial Pn/Omega:Allowable Ma-x :Applied lVn-x I Omega : Allowable Ma-y:Applied Mn-y/Omega:Allowable PASS Maximum Shear Slress Ratio = Load Combination Localion of max.above base At maximum location values are. Va :Applied Vn/Omega:Allowable Load Combination Results \ o.soo+ 't+D+0.60W+H 0.0 ft 0.3920 k 19.231 k -9.185 k-fr 18.5'13 k-fl 0.0 k-ft 18.513 k-fl 0.03122 i1 +D+0.60W+H 0.0 ft Maximum Load Reactions . . Top along X-X Boltom along X-X Top along Y-Y Bottom along Y-Y Maximum Load{ections ... Along Y-Y \ 2.776 in at for load combinalion :W Only Along X-X 0.0 in at for load combination : 18.0ft above base 0.0ft abovebase 0.0 k 0.0 k 0.0 k 1.701 R X-X Slenderness Ratio kl/r > 200 1 .021 32.695 Load Combination UA$rnu.m Axialt Bsndino Stre$s Ratios Stress Ratio Status Localion Cbx Cby KxLx/Rx KyLy/Ry Maximum Shear Ratios Stress Ralio Stalus Location +D+H +D+L+H +D+Lr+H +[+$+N +D+0.7501r+0.7501+H +D+0.7501+0,750S+H +D+0.60W+H +D+0,70E+H +D+0.7501r+0. 750 L+0.450W+H +D+0.7501+0.7505+0.450W+H +D+0.7501r0.750S+0.5250E+H +0.600+0 60Wd.60H +0.600+0.70E+0.60H 0.020 0.020 o,020 4.020 0.020 0.020 0.506 0.020 0.382 0.382 0.020 0.502 0.012 PASS PASS PASS PASS DACq PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 fl 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 0.00 0.00 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2,33 2.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 20'1.60 201.60 201.60 56.00 56.00 56.00 56.00 56.00 56.00 56.00 56.00 56.00 s6.00 56.00 56.00 56.00 0.000 0.000 0.000 0.000 0.000 0.000 0.031 0.000 0.023 0.023 0.000 0.031 0.000 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 f[ 0.00 ft 0.00 fl 0.00 ft 0.00 fr 0.00 ft 0.00 fl 0.00 ft 0.00 fl 0.00 ft fl ft ft ft ft 0.00 0.00 \ llll*.LKER Walker Skuctural Engineering, LLC 2863 NW Crossing Dr., Suite 201 Bend, 0R 97703 Maple Elementary School Backstop Design CED 1 9209 Pr irted: 1 1 OCI^ 2019. 10:46AM Project Title: Engineer: Project lD: Project Descr: 4 STRUCTURAT ENGINEERING P-C Steel Golumn File = Software :lVneple elernenlery backhp.ec6 INC.Suild:10..l8.12.22 . Description ; Backstop Fence Pole ('18'Tall Max.) Maximum Reactions Load Combination Axial Roaclion @ Base X-X Axis Reaclion k @ Base @ Top Y-Y Axis Reac{ion @ Base @ Top ryote_O'lly non-zero reactions are |is,ted.. Mx - End Momenls k-ft My - End Momenb @ Base @Top @ Base @ Top -9.1 85 -O.ll +O+L+fl +D+Lr+H +D+S+H 0.392 0.392 0.392 0.392 0.392 0.392 0.392 0.392 0.3S2 0,392 0,235 0,235 0.392 1.021 0.765 0.76s 1.021 1.701 -6.889 -6.889 €+0.7501r+0.7501{+l +0{0.7501+0.750S+ll {O+0.60W+H {Or0.70E+fl €+0.7501r+0.7501{0.450W++l {O+0.7501+0.750S{0.450W+fi +D{0.7501+().750S{O.5250E+H r0.60Dr0,60W+0.60H {0,60D+0.70E{0.60H D Only Lr Only L Only S Only W Only E Only H 0nly Extreme Reactions -9.1 85 1 5.309 Item Axid @ Base Axial Reaction Extreme Value @ Base 0.392" Minimum Reaction, X-X Axis Base Maximum 0,392' Minimum 0.392 Reaclion, Y-Y fuis Base Maximum '' Minimum 0.392 Reaction, X-X Axis Top Maximum 0.392' Minimum 0.392 Reaciion, Y-Y Axis Top Maximum 0.392" Minimum 0.392 Moment, X-X Axis Base Maximum 0.392' Minimum Moment, Y-Y fuis Base Maximum 0.392" Minlmum 0.392 Moment, X-X Axis Top Maximum 0.392' Mlnimum 0.392 Moment, Y-Y Axis Top Maximum 0.392' Minimum 0.392 Maximum Deflections for Load Combinations - 15.309 1.7A1 1.701 -15,309 -15.309 Load Combination +D+H +Dd+H +D+Lr+H +D+S+H €+0.7501r+0,7501+H +O+0,7501+0.750S+H +D+0,60W+H +Di0.70E+fl +D+0.7501r+0.7501{0,450W++l +Or0.7501{0.750S+0.450W{tl {O+0.7501{0.750S{0, 5250E++l r0,60D+0.60W+0.60H {0,60Dr0.70E+0.60H D Only Max. X-X Deflection Distance 0.0000 in 0.000 ft 0.0000 in 0,000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 In 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.m00 in 0.000 ft 0.0000 in 0.000 ft Mai. Y-Y Deflection Distanc€ 0.000 in 0,000 in 0.000 in 0.000 in 0.000 in 0.000 in 1.665 in 0.000 in 1249 in 1,249 in 0,000 ln 1.665 in 0,000 in 0,000 in 0.000 ft 0.000 ft 0.000 ft 0.000 tr 0.000 ft 0.000 ft 18,000 ft 0,000 ft '18.000 ft 18.000 ft 0.000 ft 18.000 ft 0.000 ft 0.000 ft nts " @ Base @Top @Base @Top @Base @Top @ Base @Top uAIKER Project Title: Maple Elementary School Backstop Design 5Engineer: CED Project lD: 19209 Project Descr: Walker Struclural Engineering, LLC 2863 NW Crossing Dr., Suite 201 Bend, 0R 97703 STRUCTURAT ENGINEERII{G P.C Printed:'11 OCT 2019, 10:46AM 0?Llccp$sa Descriplion ; Baclatop Fence Pole (18'Tall Max.) Maximum Deflections for Load Combinations Load Combinalion Max. X-X Deflection Distance Max. Y-Y Deflection Distance Lr Only L Only S Only W Only E Only H Only Steel Section Diamaler WallThick Area Weight Yq 0.0000 ln 0,0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 h lxx Sxx R v"r a lvv syy Rvv 0.000 in 0.000 in 0.000 in 2.776 in 0.000 in 0.000 in 0.000 0.000 0.000 0.000 0.000 0.000 ft n fl fr ft n 6.630 in 6.630 in 0.280 in 5.200 in^2 19.000 plf 0.000 in 52.900 in^4 7.99 in^3 2.250 in 10.600 in^3 26.500 in^4 7.990 in^3 2.250 in 0.000 ft 0.000 fr 0.000 ft 18.000 ft 0.000 ft 0.000 ft Steel Column Depth J Walker Slruclural Engineering, LLC LKE R 3::lH?'ffiis Dr' Suite2ol Projecl Title: Engineer: Project lD: Project Descr: Maple Elementary School Backstop Design CED 1 9209 Prinled: 11 OC"l 2019. 10:47Alt'l t SIRUCTURAI- ENGINEERING P C Pole Footing Embedded in Soil File = 1222Build:10.18.1983-201Software Description ; Backstop Pole Footing Code Relerences Calculations per IBC 2012 1807.3, CBC 2013, ASCE 7-10 Load Combinations Used :18C2012 / OSSC 2014 General lnformation Pole Footing Shape Pole Footing Diametq Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive Max Passive Controlling Values Goveming Load Combinalion : +D+0.60W+H Lateral Load Moment N0 Ground Surface Restraint Pressures at 1/3 Depth Actual Allowable Footing Base Area Maximum Soil Pressure Applied Loads Lateral Concentrated Load (k) Circularr 16.0 in\ 300,0 pc{ 1,500,0 psf 1.021 R 9 185 hft 665.31 psf 665.86 psf '1.396 ft^2 00ksf Distributed Load o €o S,oi I Surface No latere restrair,t ut t'd'o) (o D : Dead Load Lr : Roof Live L : Live S: Snow W:Wind E : Earthquake H : Lateral Earth Load dislance above ground surface t-oad Cornbin;rtion Resr,rlts Load Conbinatic ri +D+H +D+L+H +p+[1+fl +D+S+H +D+0 7501r+0.750l+H +D+0.7501+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.7501r+0, 750 L+0.450W+H Forces@ Ground $urface Roquirod Load6 - (k) [,lornBnta - (ft"k] oepttr . (frl 0.000 0.000 0 000 0.000 0.000 0.000 1.021 0.000 0,765 0.09450 TOP of Load above ground surface 18 0 8OTTOM of Load above ground surface 0.000 0.000 0,000 0.000 0.000 0.000 9.1 8s 0.000 6.889 Lateral 0iskibuted Loads (klf)Vertical Load (k) Pressure 61 1E 0..,p& Soil lnfieas€ Aclual . (psf) ilb,"r .(tlit) Fado, 00 00 1000 00 00 1.000 00 00 1.000 00 00 1.000 0.0 00 1000 0.0 0 0 1.000 665.3 6659 1000 0.0 0.0 1.000 595.1 596.8 1,000 k/ft tdft WI k/ft k/ft ldfl kifr k k x k k k k ft ft ft 0.13 0.13 013 013 013 013 675 0.13 6.00 Minimum Reqlhed Deptlr 6.750 ft,,*-.-- wk Project'l"itle: Engineer: Proiect lD; Project Doscr: Wallar Structural Engineedng, LLC LKE R 3H:,H?;'# Dr'suite2ol Ma$e Elementary School Backstop Design fl 1 9209 SIRUCIURAI. EN6INEERITIG P. C Descriplion : Backstop Pole Footing +D+0.7501+0.750S+0,450W+11 +D+0.7501+0.750S+0.5250E+H +0.600+0.60W+0,60H +0,600+0.70E+0,60H Printed: 11 ocT 10:47AM 596.80.765 0.000 1.021 0.000 6.889 0.000 9,185 0.000 s,00 0.13 6.75 0.'13 595.1 0.0 665.3 0,0 s65.9 1.000 '1.000 1.000 1.000 0.0 0.0 Pole Footing Embedded in Soil