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HomeMy WebLinkAboutJoint-Use Pier Structural Calculations - BLD Engineering / Geo-tech Reports - 9/22/2017 arojw 'TER VNTK �Occaup� U lON WR m, 21 1 PLANNING �uNnV FAQ OINT Use RECEIVED SEP 2 2 2017 ��(2�JC�1�i� cf�I,EULt�-=C10NS 615 W. Alder Strom wAS�lF� c s lb �0 53722 N- or IST V�� 11 �SS�ONA11L P�p�r�t-,o FOR �NOf�� GhS L� E�Rs� opt 6N S �+611��NC7 NO 5:2'L sc Tumwn-WI2 (-Lob) 423 8 90?- "-mmacu- -xi zol' - sheet no oroiecf {2- F Ar2 1 E R by Location U NION date 13 ' job no dent Ott �ot,La��IN(� pA6Es DE'TA►t- S�halc'Tuzo+t. [Pti-Lcuc,�'tiq-�s� D2ft�lr+US pq�D S�xt['rATKY'S full. "cF1C '�wN7-VSE .�xER-t 12RMQ hND �1.caT �'oR -f�tC ltuN'�61z IF f0k y E7ENGf1AL NHS � ��cpFKR'RJ�S RND DE515N CW-c��lA : 1. LDA05 WKt, 6E 6NSW o-I O%u.F- 600 wtu. INcwvE w��: - DEPt- LOPD OF MRTs2�AL {D) LIVE LOI,D (L wln+� l,ohfl (w) L.oAa corngtnlAT►OrJS wtw ire PtSD A� wlw 3d n5 FaLowi'. fi t L — D t 0,7SL i' D,T9(0,(,W + 0,75 S - t 0,75t t 0,75 S — o + 0.vw 1,O�' AS 7fiC RSLE ?-10 WZ5 Fifi HA4G A, UJ` WAD Fi)� ptERs ONl f0� �E��S'iry,ft►3 uSt, 'rHG VhW6 OF 40 PSr W(l.1. ab USEp !t/ww a IRE StWe- As A CA-twstLv-, SfAtas RNc Exrr whys (4-..,P9P-) kt- 6ArZF64,5 RNv 5Trzuc'fu¢c-s Or smw,Ae ucc. 9, ITic Cope S Wlw a. th,pLe,l,EumD Foy CO3uTp-a- OF Dr M(Ti01,S �EQ TAR—m Iboy.3� APP 2t!-c G(}-96o0`� LAQv LcAo - u� t �a� wttp �►,e�z'[w utxtT = SPA'/a4o Rt6rc- cH-tFr o4y Is ]I pm nm%c- I k0q,S of Z-ac 3, 5'rror,L- A%-Tua,rtt,- w44 az As fb&,,�s: PE,z ASTm P-o"Up stiffs ! A 991 '7R 5p ► -'+ t2out4p list st}� ' Asoo 4R 4x Ks t - misCF"eWeauS STR%K--TuQhL_ STEtL R529 UZ sdvsS AmcAm Fxcs/&a--m : FI ss+ (7a Ss W61f SIV-E jOr Eu,-s s A 32.r Ox WM6xz- sox--)a cON owl 4. R6►IJrdRcrN6 �TEL-L sygw 3ti r,-.Tm A(d5, 6R- GO r. (pNC2GTG Srfhd, saE an--S. '40co 1%( MD cvrA+)69S hA%IE � 3��" elite toL C0t�5'TR�C'1lON U TIC IINn COPG,tvTE srtkLk, CON P;P( ,vl —40 AP BuwwN6 COPE Qe`>QJtrLEtH�rJ't5 f�R. 1.6W F��Ep Cli(Jt;RcTe` (�cl =�13-�5>� 511Be1 I70 project H.1NT� E by PE locatwn Ua{Of� LJA date 15 l • dent F job no SNOW L.DAE> CAL.CVLA-Vat PEe- Asa 7-/0 Chf'?'Tu- 9- --r fip-CUND staow LOAD = P9 = 90 fSF PCIL IF16URE �- I ex�s�p� CVMF,o - D FM ASCE �ro 8(,,7,3 Expa;vee T1�cToit = 0.0 FT)R A "fuwy tvpcc a" S=FJ cTtxZE TR3cF 7-2 `TA AWft&- FAC7Z = f,2 fvR Ju14E4T&P RtR sTRuc.ME5 7�a,E 7-3 f M f�oi TAN CG FHCTM Fc2- A LCE :)-to f z 0,7 (0.8)(1,2)(1,o)(Zo �{owEvea-, 7.3.4, ntrNimu m sNow c,oAv = Pn sABet no P-ied N b A f G 3 loaabon omloa, IA)pt date • diets —e Job no WIND LOAD (,FtLL,7C f�''rjGY�6 �C� fl cyE ;;�-Io C4 6 f T't (Z �(o RND p q -Frisk. wWD --FEEI> _ (10 r1)Pri fc2 OrL"P" (¢ K C1tT66cpi CL o C I Tj ZZ ; d 0o25co 1c z�C zt 1LA J'2 co— 1 1C: z 103 ! � TRBt,E a4,3-1 EXf+or.,RE D fro ksr 51PucTual- Is nkrr oN oXm;sr-tRfVie13T Z 0 b02Sfa 03 a').12 fxF ve:!, 1J WIND fijRCe F = 77.ITCC Ar pQz. Q , 27,►2 z PSI G D.SS pp_¢ .74. 9 / I(2ioeoP FWArAF) C = 1-3 " 11 <, 1.0 f-Pm F16ueG ov:, p►��+>:n fame u: T ' 27-A17-ps' (0,8s)(13) sheet n0 wojec+ lumT p1aa— or C► ty bSatbn date job ob no WR¢oaMt, CW,1tErrTWv- LOAD, A3'xtED IM RNy DtQUCROJ yuAFPZAtu %-WIR3 wt UAP I !-FpusD 14 htJy D19ec.-kw = 5o'�/'i"t t-aT cwCome"f 'A hk NNcSlsfQhTED �A4fl tgJRR�Bf}�C6 >f�rJ S, gE-f-r-no pus•¢ !Doom CIO aav)L5'�2 2sa'r- 4 - k upFo"t coA Vr.a, - wt_ 2- a t2Z7 " ,', �w-t c,aa•� was Sheet no (NDfeCt t. py 5 tocaaon Ni date Job ro Gient 1{. k jCO ULA6c- cMc, c alrr-D • DEYttRrlos � �uf}izDitAu. Y� VMnX : �«�` MMa�e :'z��'K+- �.iFO,cta�D, 2= O.Rollin 4 b s p.3Z(o21n 3 Z Z O.44 7(.1�3 = d. 8owt Z 35 K b% T 9- Fu=('c KSt Vtn ' Fir IN A 2y«o a cc= M,a ca 9�r' b� 0,75 E onsA 2ROOks1 _ '471c•q w4; l O.14� c} 04 o•bx 3sry� atiKsS �- 6c. +� V-i — Ma ►�s CtFACII fry- Msc r 8 Ww=fAf-� T� Z = r!3s VSi) (°,`147U ta'�� = I S,(,7 w kVl rt- kv 13.to B °' M n/n- i.o'� project she no ,7 by bcm- date 7 job no dent p�r j 6uktiz�l �. Gltu`s C-(A-rj D �5T5 1�1'E �Z" TF4w .4-3S0� .doh uNIFZt.M. t.oA� `` s SL%Aro 79`'"F`9 781 AAK.1+e4flE�E To W 110 x grwo �� 80 1 `p6 3 MaSck�$o = �y Z = �3.SI�s: 1( �`tn � V��8hn� 1 � .��i,4Z K•"tYl ct _ t•�t E /t = 9,S o'z c 0,07 /py /zo 1 ^/� o 6l.92 is � )/r000�i \ = 2�3�-to -Ft prG >y SAS fit G+Ycv- �.�ELo St2E • 'rf� 3�l(.'t t�6.o k►•t, ARo.�.A ' i M C a D.g7S -�) 1 13751n a �y Yt�s 0.34l2my n O,2 Se"Ie s 0•Zn3t`�H Icy~7 Jv=U.`128D oR yw" 0 .9246C� 0r- it Pr 3/l6" Wcw is Ats��k1A by Sheet no WG� 1Z I F. / 10-twn jobno denl I.11Q'L iL _poc'f r �sF3cCTICW TO aC-WeA T M /D 4 �Y t,, CQ�3ct� of yi�� �3aS &gat �'E(L f4�L 33. b Rb : �G �csi) �rCVi") ) = 35.3 w CO.- Ivc s� o� ✓ e &SI- pc. r-a L M fm" :(gfczsh / Mn Kei ,. Mn 13,5 u-tn TRy 6R s-DKsI 0-, sheeet noProm by Q/ location UNION data ! G7 job no uiem U V _�tEIL SUPE'26TRyLt'VRG— Ct}L[�t.�►-rfeONS T� • Mgt. bRA-nNb _ 1f � (33 pt,�� • 5cH $o FIPPEO = 3,(c Pp r- • BE t-t OGRD Lc": 90 pt-F ('my 'U I(O x'!0) "e'Clttl-S = 7,Q 4/Ft tNc wAv = 40 p4r,. (Izo Ft.-) • sma-3 waft - m PsF- ((.0 pLr-) toA> . Yr I. _ inns 4, pt s NEA o D t L 3.1c3p F 1 7.9 pL-F t 33 FF t 'IC PtF t 120 FLF- 0751-1' 0,71'S = 62.Sa PEE t 6,'7s(UO pt.F)t 0.75-(I2opci) ti 21?. S �t Mt ' 4y, 10 w Q, � ,I S 10 R'1-= wQ,tw22-e, -Q3 . (a17+S F(�(Id�� (90-5-ht)(4-1)-(3S3I6,e) (gtxo7t9") = V 14(.,5'1L 41)043t ?S?.S JF�)(y7�) JZ = p- = �an,s , )bo)- (-3816.(34; _ CS941e8* d3 = WA,-IZ3 - (217•S+ )(479 - qW?-e" = Col 54-7 we", + (Max) a (f1, + -es 8 (I0'+ 47'�) _ -49u43 *-Ft gMAX = l21`Slr,s� hlm�x - 99,vti IL-Ft� Sh@!l n0 PMIW N C-2- E13. by location UtJ dat,. l4 job no diant al'T , tger-4 CRPP,uTY cr- Lo1bx 4-D y-az Amc- M>iNVRL (pal "1�Erp- �+�t6aetnn IO O .3' o - D I McMF7J! p�P(�CRM 49.p i I Vn 0 (0 1 Aw Cv h/ 44,r c a.�tR 89oov�c _ �v3.4s n So RNA C'4 _ a � (f3,mzs"x p,3os••) (I )/ = ga,sc�" oti ✓ » tali f.5 z,o-) ti'vXU4E CtRPRI-1-t'l pm Aksc C* F �V 14x39 topO�07 Lp = S.SS, Lv, \5�9' ZA 73 S„ : (c417lvl x ► =1,0 (CO►JSEg jWrpw) Lb (1,75' ') Mn =Mp= F7 Zr = 50"t x 73ho3 = '�o5ow-'�r► Soy K-Ft- (zz-,Sv-K ) 'C Wtyx �y eapRCR-1 Lp 1� M Gb A,F- (mp-c��7 Sy)� -Z 1,0 `'S(e5ow��_ (3(o50v iN - Ot7 if So (c4t71n3� I'3 7 Z -2 �2D µ "^ = 235 1t ( -73.3 n) 'C. w t4x3r trN+cny 140,71 W�4x3Y cN�tt� A WItoX40 fS AVMQA—Cr- � So is. p, W 14X3•f 1 o+c ✓ shoat np omiecl ,- ► F F� b E mot^ Cato client V t 1 fob no Sa�Bs�s'mJc'IVR•E Clh.[ULA'TiL�NS cor� s�loN cR�ac�� of ass $.�oZs'x vim" A� FtFy Pr►sc Crt Copt } �.cazsllo.s = h,zS, ��.11 �� = G3.g) �� s► m coupf�icr /NoNctF�►cSR ,�(C p,ssun+s- ►��► -ra F,�r�� K ►ov otz. eb,zr" ea.ov� Ug-ow� MA�i�xu11 �►� S ntµ up c flu4Tt� = I lv' PER pl c►r� C«�k-florJ QI LZ L EN f7-* c / P^_ �� A9 95.5 c (471 : Iz3 .7[n , �Cr = CO,VS$ iy�K� r Te ^ �Z E _ m"n Z9ocoVbl = 3t,4 IcS� 4Z IO58 Pvl � u/ '- y- 12.2'` CApgcl ry loft !o' Y2, w 60 G Wa 51pp tz Aisc r-W E.3 DOCK Res m m ; Ar I 'I 91 O k-11W firm 10-D 'a ►YlpgmuM JNBIZAcEa t.cexprli- ((i` foi l SRI�tE �ocEaJPg k5 P3o 4�' ► s 207"'� > 4' pv.&- [.orb ✓ C- taa- by sheet no �i location V OJT WA date v job no client �►,P'(C-(2-- -bA1�u�Ay aEitD wcVzHT /o0'J � _ (o•2s �F _ use lAA 4o Qs� 2-S (�s� vt o.�5+-io,?s,5 = (o•2S �sE' •t (Q�s)t'��� rt �f7.7S>�a� pbf) '� j1,2S �6'� t-�tlS Zsps�)(�1)t20 Vr 4 �Zs Spr.A>z tA� cG �325' guar = fn 4�b �S`t l•6��(0.196,n 2) (D S.aV-- 1 � fz- cc�Acity ofr �t�4 w�t_c ota t15i•�- HtNy F ccrJ�c.-ttoa �i fF1sc c�a Z sheet no P-4- JFrT Q- h by arct y bt:— utj LJ date ��- pb no dMt11 '{� �ocx- eR�cu�fKicaras yo-w- coftoa i +.IUE Who 40 5000 WAD = 7o psf- MAO wfto = to-AL, 69kn&5 pk"? couf}lls = 5TM EA T-B 4)r2x 20" - 38 T--4?- MXZX 1 B Pont- f"*w* FX40 8� s � 4' o � s 9 �x+o DOU6 fin- NDi rafc- P 2' CC— WTI o _ v Toe l Tq? 0 C'D sheet no Proiw by t` tow(ion UNIcNV4 {s lob no Gant '{kto pou4 F¢*wl N4 CAIc's �l} to Dl 12 pc F D t t_ _ (z ft,f •t Bo,PLF o z F".f D 12pt,f t O,7S�80(�4F� t 0,75 1y13FLF) _ (01. PC,F t yovER&:6 tvz P6 x ►s/2 =7/ar x 6Y= d = 3co psi ts' - Z � I r 0 sc Ckpft<tLy op 4x ID fr 9—% FA;Z No ] oR g in p;(L til ps zZL<- {"�= CpCM CtGi �./ cp = Ito = o.$ CA,n = 0,4� fsz ( P5. J Lt,: 1•o (o,g3)(r,o)to.Ljy I W Ps;) = tyo Ps au y 3(. ps ftb = f6CoCmCtC,CPcw4<r F-�,- 9cvps, C z - 0.8 C,r= 11S CA= 1,0 C-t, = 1 " IF PIZ-1PE "LWC2 a c,A�'.r Crn= 00s tr (•2 LC,=1 .a Cw= t.o �'6 9m ) 0 0• 2 - 8w s; o4t (00 ✓ c� �� �G�= Fca G,+ C�,C� Cb Fca _ (ou C�=o•8 CIO = t 13 3"Bab SrjuveclE, Ct = tv Fc; = 4?sp)(047xl,o)(0-V)0't5) z 37g pg. `T �EM�uD =�710� r 73 PS; i sheel rtp P(oi— V by i—lion date Ono tlient U C-q- 1 ©a e- thEmL- Peck _ (llpsf)(4 ms s) 1 uuof d� WpW WCAL t1IP60 tk')!ls') • 2.400 �yF 4x 10 =(t Qw) (8'b Ft) ` svp Ft) - 11�0 L_ L-nfo* Dv- use (1) 4x7Y W' TuD, c4 z.zt era cu yxWz= 24`19'�Q '70 "66 4xu lb, FwVr-r t oEF Ut oA� uvE -Ppp w 20 p6- 0 ;, "D (4) Avot ttxix IUD" fLvAl;% VocK �L s = Dote{ t,rSS 4"Oki � �S) 2VxY9x If3" itoe�s ✓ Dock- 43 NV-rk DeCr 2 isitrl tu= osctc C`iPs1)!`I')(14'� ' 7,74 It 4x10 =61 P---r)(O7) _ ?3?,I PlL4E C04AXS U\JC L400D CD 2o�cF- _ yzgo lk 1% u sE (C) glygO X;�o" sm? T�Ps = c{ 314 4 T.T*, B -lt,,-cJ so o� } 9144'k ✓ P1L9 Axrn,.. D604OrS - I,S S tzlvv'� 1 = 1'da2o� 3 4bwit t Ins-t = SO4-L rF 3 `f(p3 a 4 9otn- t tozs* 5v4c s* 4 To'8 5 239 5 : 3( d 7 1 szo ? r zz 30 32-1 %'- 3tZ9, = 3t,Ye'' 9 ' sLnzA �0 3B4o jO S?�oP- SnOa!notxorect u r fz M 1 t !— by E r S/ • bcat— dato IO 1?- job no diem Cope B*,.wOt tp CA-us r2Vt7- act 3 i e—i% �t(— V MFFac '' N w i �� s-'-s• ?.s' Mnna,! = 4� x Y!S" � 3 8 v--lh 2`ty4 <s s�vsps a q�. 3� 31 �) *seQjftL&3 <,�eog- CR'pac" a�Yc _ 9v�Psi (3.s'xro`)(r7t5•) = 9Zq70 - gz.97 K �'• �r�I c=(oti75)(92.q�"� r cc�j�` oK y y "' s p, +toi M!N aFln ��+ T I�JMtN = 0l7S s = 0.7sr�b�Ps, cflu/c 9 j = O. 5j ►n' s/ 0 tt-S2 O•�)w 2 5v bw 5/ 1 sox y 2 x 9/�ksi o•3!s�H�' Ctz� z¢y C1.) �s aMs As. �!h Z 200 p..+A = 3�4K5 x 3Gx 3a`� z 2ou x3tox3,3� /� 3.7SM J.Q(.Ig2 J at E\kg SINCE-P¢v''tpYa/) Om, Y731\\u, CM+ ° 1 �¢o..tt Tew)p D ID, pf� Ru 3,id—u ioS3 0•00113 X W x Iz" O•?(o+w1 or (�Rwtvr�ci o 41 1.,2 no Prolect v -w Qi by s,eet location UNIOM, data 4 -w lob no diem N-VE4 OeKAI t� tmuw+ Pttr. suppow I ,J = (cCOO 'k Im &-UB p+Les 3(coo ` F.)fz- 4u106- pt,.ES 3,5n ' 13,2S' y� (Yz"xt'n� il1L II Z _ (soKzt)( V.4- � _ 4s2 -ice oK ✓ "/ptt H -mot. K -1 (POD I 1 � SJ�649- DEK" = 3000� S O ats , , L1 Chptact 1� OF yv" wav - (p,o(Jo Of. o o' `✓ Woiacq U lep- rytam by tEQr a sheet no location omw Wpr- date 17 Went U to no L✓I/t{7 LofrPS ON DoC,e_ �� �yx/a f rya�X�seD �i��►wtj,' g, 4-pft 16, It o; E7SP` �(30)(Is-2� t 2Y�9"� =0 CTti�y=�; (7sP�r)(zw) -1z7o- "J — Ib3o � th6tt srn►r� c� 7 220� Fi�vq'tl� = {t3.ae lq DEP rW ZD JIA Ey P `7D elF' k7IOu ; —fo,o0'? mm _ �5' x ta�� z318o lk w--r--c. VOD- Nss tO k)J- 138,7 ` 4,KC. -( 3-►y so o� Re f-1 x`/2 u E 1 4x 29*2) v s�' � 1,�7 0 C-c Y/4 ,o"1'/+ Z2 1 zzf3• � J Ct�3/z I Tv = 0.101p� = Ott X qz t0i� = 25,2 V"Si L— CZio t 1#7 . . & GBB Series Steel LOAD , . Bearing SPAN (1-3t16' . . Center Bar Spacings7m Bar Size u 1421 355 ?27 158f 3 4' x 1 rg' 025 1 Lu. 1 7.`,It �nC 710 355 284 23 158 , ill * "w020 4 74 11-t;rwterrr l'ao- u 2131 533 341 237 '^5 GAA d GBB pwnds pe' 025 .0 9 .155 ??4 54 ct 4"x 3r16" C 1066 533 42 355 304 i f110�f>fle�ltd for wh*O tmtk i 0 0�tlgcle n 20 .079 .124 .179 43 403 in+►Nheti 2526 632 404 281 206 158 125 101 84 70 C i.xreant�ty t•x VW 019 .075 .116 .168 228 298 378 .465 566 .668 Lead Fx+ia I 1263 632 505 421 361 316 281 253 230 211 pg k *I(w 015 .060 .093 134 182 238 302 .373 451 .537 3790 947 606 421 309 237 187 152 125 105 ------ t"x 3!1 g 019 .074 .116 .168 228 .298 .377 .467 $62 .689 1895 947 758 632 541 474 421 379 345 316 .015 .060 .093 134 182 .238 02 17 451 537 3947 987 631 439 322 247 195 158 130 110 81 n 1 .015 6 093 134 182 .239 .302 .373 449 .538 734 1973 987 789 658 564 493 439 395 159 329 282 012 .048 .074 .107 146 191 242 .298 1•,1 429 .584 5921 1480 947 658 483 370 292 237 t 164 121 1-ti4"x$'16" 015 0 -134 i .2 t 7 .451 .535 731 c 1480 11 4 987 846 740 658 592 538 433 423 012 4 74 .1 7 -14 .191 41 .29 -429 584 1421 910 632 464 355 281 227 188 15$ t16 89 1 1'2 5 1� 7 .112 152 198 ?",2 1 7 .447 796 c 1421 1137 947 912 711 568 517 474 355 u ;J3u 040 .062 089 122 15Y 1 .248 30t 358 t- 635 u 2132 1364 947 P-96 53 + -1 t 282 237 174 133 t•1?2"x ;3r 16' U 012 050 .078 .112 152 19? Al +' 76 .447 608 -93 C 4 2132 1705 1421 1218 106E 947 775 11 609 533 u -010 040 .062 .089 122 159 201 t 300 .358 .487 63E u 11605 2901 1657 1289 947 725 573 464 384 322 237 fat 1-314'x 3;1fi" 0 Oti 043 087 A96 130 17C 215 .266 322 383 .522 0 5803 2901 2321 1934 1658 1451 1289 1161 1055 967 829 725 009 034 .053 077 104 136 .172 .213 257 306 A 17 .545 15158 3790 2425 1684 1237 947 749 606 501 421 309 237 2"x 3•'1ti` 009 .037 .058 .084 114 149 .1 9 .233 282 .335 456 .596 7 7 3790 3032 2526 2165 1895 1684 1516 1378 1263 1083 947 030 .047 .067 091 119 .151 .186 225 .268 365 476 - 191 77 4 996 3070 2132 1566 1199 947 767 634 533 392 300 C. .1 33 .052 .074 01 132 .168 .207 250 296 .406 530 tE;' �� %96 3837 3197 2741 2398 2132 1918 1744 1599 1370 1199 '7 41 I 1 4 .i 4 4 4 ?1684 5921 3790 2632 1433 1480 1170 9t7 783 658 483 370 2.1 r2'x 3,1 16" 7 7 11 1 fi t 1 477 tcc 11842 5921 4T37 3947 383 298t 2632 2388 2153 1974 7692 tt80 4 ? 4 7 .1 1 Naas in shadN' -a produ(.e a 1 1 f ' ' 'll gyro, tnot dp+le, �Ii1r1 r.+- ii•11' i.., ' I� f'',i• I � :� ..�. *- _ .. .. � _ i...i _ •i» CONVERSION TABLE- *"nm Wid for tyM shown.below muhipl,value above by IN ccfrvspcndvV load fxtar. DAKim undo dw fadved luaus wdl be me AS&hQWn in icaxt LA . CSC'. G11G GCM t GCM ,'I J `.' MS GO GinGWH Gv 7rJ 1 Sr- 1 15 8. v S E 0/1- X 3l(l. t3Z Wql Nei IF Us-.- ► e-ot- P Load Tables - Fibergratel Molded Gratings Uniform load tables for alternate thickness Fibergrate grating(3/4xlx4,3/4xl-1/2xl-1/2,1-1/4xl-1/2xl-1/2)and J /� Micro-Mesh*1/2"grating can be found on our website-www.fibergrate.com-under Products,Molded Grating, \\ Fibergrate Molded Gratings and click on Additional Load Tables. *Also represents load data for Micro-Mesh 1-1/2"deep x 3/4"square top mesh grating(4'x 12')panel. Pay `y MOLDED • • • DEFLECTION CLEAR STYLE • • • SPAN DEPTH MESH LOAD CAPACITY 00 ISO 200 300 500 1000 2000 5/8 1 x 4 0.01 0.02 0.03 0.04 0.05 0.08 - -- 1540 7720 1 3/4 x 3/4 <.01 <.Ol <.01 <.01 0.01 0.02 0.03 0.06 0.12 1770 8880 1 3/4 x 4 <.Ol <.Ol <.Ol <.01 <.Ol 0.01 0.02 0.04 0.08 2800 14040 2 1 1 x 4 <.01 <.O1 <.Ol <.O1 <.01 0.01 0.02 0.05 0.09 2140 10700 1 1-112 x 1-1/2 <.01 <.Ol <.01 <.Ol <.01 0.02 0.04 0.08 0.16 1420 7120 1 2 x 2 <.01 0.01 0.02 0.03 0.04 0.06 - 1020 5140 1-1/2* 1-1/2x1-1/2 <.Ol <.01 <.OI <.01 <.Ol 0.01 0.02 0.04 0.07 3200 16000 2 2 x 2 <.Ol <.O7 <.01 <.01 <.01 <.01 0.01 0.02 0.04 3840 19240 5/8 1 x 4 0.05 0.07 0.11 0.16 0.22 - - - - 680 3410 1 3/4 x 3/4 0.01 0.02 0.03 0.04 0.06 0.08 0.14 0.28 780 3940 1 3/4 x 4 0.01 0.01 0.02 0.03 0.04 0.06 0.10 0.20 0.40 1240 6200 18 1 1 x 4 0.01 0.01 0.02 0.03 0.04 0.07 0.11 0.22 0.44 950 4750 1 1-1/2x1-1/2 0.02 0.02 0.04 0.06 0.08 0.11 0.2 0.38 - 630 3170 1 2 x 2 0.04 0.05 0.08 0.11 - - - - 450 2290 1-1/2* 1-1/2 x 1-1/2 <.01 <.01 0.01 0.02 0.03 0.04 0.07 0.14 0.28 1420 7100 2 2 x 2 <.01 <.01 0.01 0.01 0.02 0.03 0.04 0.09 0.17 1850 9280 5/8 1 x 4 0.15 0.19 0.3 0.45 - - 380 1920 1 3/4 x 3/4 0.04 0.05 0.08 0.12 0.16 0.24 0.41 - - 440 2220 1 3/4 x 4 0.03 0.04 0.06 0.09 0.12 0.18 0.30 - - 700 3500 24 1 1 x 4 0.04 0.05 0.07 0.11 0.15 0.22 0.37 - - 530 2670 1 1-1/2x1-1/2 0.06 0.08 0.12 0.19 0.25 0.37 - - 350 1780 1 2 x 2 0.11 0.14 0.21 0.32 - - - - - 250 1280 1-1/2* 1-1/2x1-112 0.02 0.03 0.04 0.06 0.08 0.12 0.21 0.42 800 4000 2 2 x 2 0.01 0.01 0.02 0.03 0.04 0.06 0.10 020 1040 5220 5/8 1 x 4 0.32 0.41 - - - - - - 240 1230 1 3/4 x 3/4 0.10 0.13 0.20 0.29 0.39 - - 280 1400 1 3/4 x 4 0.07 0.10 0.15 0.22 0.30 0.44 - - 440 2200 30 1 1 x 4 0.08 0.11 0.17 0.26 0.34 - - - 340 1710 1 1-1/2x1-1/2 0.14 0.18 0.27 0.41 - - - - - 220 1140 1 2 x 2 0.24 0.31 0.48 - - - - - 160 820 1-1/2* 1-1/2 x 1-1/2 0.05 0.06 0.09 0.14 0.18 0.27 0.46 - 510 2560 2 2 x 2 0.02 0.03 0.05 0.07 0.09 0.14 026 OAS - 660 3340 1 3/4 x 3/4 0.20 0.26 OAO - - - - - - 190 990 1 3/4 x 4 0.15 0.20 0.31 0.46 - - - - 310 1500 1 1 x 4 0.16 0.21 0.32 0.49 - - 230 1180 36 1 1-1/2 x 1-1/2 0.31 0.40 - - - -- - ISO 790 1 2 x 2 0.46 - - - 110 570 1-1/2* 1-1/2 x 1-1/2 0.1 0.13 0.20 0.30 0.40 - - - - 350 1770 2 2 x 2 0.04 0.06 0.09 0.13 0.18 0.26 0.44 - 460 2320 1 3/4 x 3/4 037 0.48 - - - - - - - 140 720 1 3/4 x 4 0.28 0.37 - - - - - - - 220 1100 42 1 1 x 4 0.33 0.43 - - - - - - 170 870 1 1-1/2 x 1-1/2 0.49 - - - - - - - - 110 580 1-1/2* 1-1/2 x 1-1/2 0.17 0.22 0.34 - - - - 260 1300 2 2 x 2 0.08 0.10 0.16 0.24 0.32 0.47 - 340 1700 46 1 1 1 x 4 0.48 - - - - - - - 140 720 1 3/4 x 4 0.48 - - - - - - - - 170 800 48 1-1/2* 1-1/2x1-1/2 0.28 0.37 - - - - - - - 200 1000 2 2 x 2 0.14 0.18 0.28 0.42 - - 260 1300 54 1-1/2* 1-1/2x1-1/2 0.42 - - - - - - - ISO 790 2 2 x 2 021 0.27 0.42 - - - 200 1030 60 2 2 x 2 0.37 OA7 - - - - - - - 160 830 NOTES: 1. All gratings were tested in accordance with the ANSI Standard:FRP Composites Grating Manual for Pultruded and Molded Grating and Stair Treads. 2. Maximum Recommended Load represents a 5:1 factor of safety on Ultimate Capacity. 4. For covered grating use a multiplier of 0.5.This is limited to gratings of l'-2'depths.It is not recommended covering 3/4'or 1/2'gratings. 3.Max recommended and ultimate loads do not change as a result of adding a 1/8"deep covered plate. www.fibergrate.com 1 800-527-4043 9 Load Tables - Fibergratel Molded Gratings Alternate thickness Fibergrate grating concentrated point load tables(1-1/4x1-1/2x1-1/2)can be found on our website- www.fibergrate.com-under Products,Molded Grating,Fibergrate Molded Gratings and click on Additional Load Tables. *Also represents load data for Micro-Mesh 1-1/2"deep x 3/4"square top mesh grating(4'x 12')panel. MOLDED •NCENTRATED POINT LOAD STYLE CLEAR • SPAN DEPTH MESH I 100 200 300 500 1000 2000 5/8 1 x 4 0.08 0.16 0.32 0.48 - - 1 1 x 4 <.01 0.01 0.02 0.03 0.06 0.11 0.22 18 1 1-1/2x1-1/2 <.01 0.01 0.03 0.04 0.07 0.14 0.27 1 2 x 2 0.04 0.08 0.16 0.24 0.40 - -- 1-1/2* 1-1/2 x 1-112 <.01 <.01 0.01 0.02 0.03 0.06 0.13 2 2 x 2 <.01 <.01 0.01 0.02 0.03 0.05 0.1 5/8 1 x 4 0.19 0.38 - -- -- 1 1 x 4 0.01 0.02 0.05 0.07 0.12 0.24 0.49 24 1 1-1/2 x 1-1/2 0.01 0.03 0.05 0.08 0.13 0.26 -- 1 2x2 0.1 0.19 0.38 - - - - 1-1/2* 1-1/2 x 1-1/2 <.01 0.01 0.02 0.03 0.06 0.12 0.23 2 2 x 2 <.01 <.01 0.01 0.02 0.04 0.07 0.14 5/8 1 x 4 0.37 1 1 x 4 0.02 0.05 0.09 0.14 0.23 0.45 -- 30 1 1-1/2 x 1-1/2 0.03 0.05 0.1 0.15 0.26 -- - 1 2 x 2 0.19 0.37 - -- - - -- 1-1/2* 1-1/2 x 1-1/2 0.01 0.02 0.04 0.06 0.1 0.2 -- 2 2 x 2 <.01 0.01 0.02 0.03 0.06 0.12 0.23 1 1 x 4 0.04 0.07 0.14 0.21 0.35 -- 1 1-1/2 x 1-1/2 0.03 0.07 0.14 0.2 0.34 -- 36 1 2 x 2 0.32 - 1-1/2* 1-1/2 x 1-1/2 0.02 0.03 0.06 0.09 0.15 0.3 - 2 2 x 2 <.01 0.01 0.03 0.04 0.07 0.15 0.29 1 1 x 4 0.05 0.11 0.21 0.32 - - - 42 1 1-1/2 x 1-1/2 0.06 0.12 0.23 0.35 - - -- 1-1/2* 1-1/2 x 1-1/2 0.02 0.04 0.09 0.13 0.22 0.44 -- 2 2 x 2 0.01 0.02 0.05 0.08 0.12 0.25 0.5 46 1 1 x 4 0.07 0.13 0.26 0.39 -- 1 1-1/2x1-1/2 0.07 0.14 0.28 0.42 -- 48 1-1/2* 1-1/2x1-1/2 0.03 0.66 0.12 0.18 0.29 - -- 2 2 x 2 0.01 0.03 0.06 0.09 0.15 0.3 -- 54 1-1/2* 1-1/2 x 1-1/2 0.04 0.07 0.15 0.22 0.37 -- 58 1-1/2x1-1/2 0.04 0.08 0.17 0.25 0.42 - - NOTES: 1. All gratings were tested in accordance with the ANSI Standard:FRP Composites Grating Manual for Pultruded and Molded Grating and Stair Treads. 2.For covered grating use a multiplier of 0.5.This is limited to gratings of V-2"depths.It is not recommended covering 3/4"or 1/2'gratings. 3.Max recommended and ultimate loads do not change as a result of adding a 1/8'deep covered plate. 10 www.fibergrate.com 1 800-527-4043 Load Tables Fibergrate' Molded Gratings,,. Concentrated line load tables for alternate thickness Fibergrate grating(3/4xlx4,3/4xl-1/2x 1-1/2,1-1/40-1/2xl-1/2)and i Micro-Mesh*1/2'grating can be found on our website-www.fibergrate.com-under Products,Molded Grating, Fibergrate Molded Gratings and click on Additional Load Tables. •Also represents load data for Micro-Mesh 1-1/2"deep x 3/4"square top mesh grating(4'x 12`)panel. MOLDED GRATING CONCENTRATED LINE LOAD TABLES-DEFLECTION IN INCHES MAX ULTIMATE CLEAR STYLE •• • RECOM. SPAN DEPTH MESH LOAD 00 200 300 500 1000 2000 5/8 1 x 4 0.02 0.04 0.09 0.13 - - - 770 3860 1 3/4 x 3/4 <.01 <.01 0.02 0.03 0.05 0.1 0.2 880 4440 1 3/4 x 4 <01 <01 0.01 0.02 0.03 0.07 0.13 1400 7020 12 1 1 x 4 <.01 0.01 0.02 0.02 0.04 0.08 - 1070 5350 1 1-1/2x1-1/2 <.01 0.01 0.03 0.04 0.06 0.13 - 710 3560 1 2 x 2 0.02 0.03 0.06 0.09 - - 510 2570 1-1/2• 1-1/2x1-1/2 <01 <.01 0.01 0.02 0.03 0.05 0.11 1600 8000 2 2 x 2 <01 <.01 <.01 0.01 0.02 0.03 0.06 1920 9620 5/8 1 x 4 0.06 0.12 0.23 0.35 - - 510 2560 1 3/4 x 3/4 0.01 0.03 0.06 0.09 0.15 0.29 - 590 2960 1 3/4 x 4 0.01 0.02 0.04 0.06 0.11 0.21 0.43 930 4680 18 1 1 x 4 0.01 0.02 0.05 0.07 0.12 0.23 - 710 3560 1 1-1/2x1-1/2 0.02 0.04 0.08 0.12 0.2 0.41 - 470 2370 1 2 x 2 0.04 0.08 0.16 - - - 340 1710 1-1/2" 1-1/2x1-1/2 0.01 0.02 0.03 0.05 0.08 0.15 0.3 1060 5330 2 2 x 2 <.01 0.01 0.02 0.03 0.05 0.09 0.18 1390 6960 5/8 1 x 4 0.12 0.24 0.48 - - - - 380 1920 1 3/4 x 3/4 0.03 0.07 0.13 0.2 0.33 - - 440 2220 1 3/4 x 4 0.02 0.05 0.10 0.15 0.24 0.48 - 700 3510 24 1 1 x 4 0.03 0.06 0.12 0.18 0.3 - - 530 2670 1 1-1/2x1-1/2 0.05 0.1 0.2 0.3 0.49 - - 350 1780 1 2 x 2 0.09 0.17 - - - 250 1280 1-1/2" 1-1/2 x 1-1/2 0.02 0.03 0.07 0.1 0.17 0.33 - 800 4000 2 2 x 2 0.01 0.02 0.03 0.05 0.08 0.16 - 1040 5220 5/8 1 x 4 0.2 0.41 - - - - 300 1530 1 3/4 x 3/4 0.06 0.13 0.25 038 - - - 350 1770 1 3/4 x 4 0.05 0.09 0.19 0.28 0.47 - - 560 2800 30 1 1 x 4 0.05 0.11 0.22 0.32 - - - 420 2140 1 1-1/2 x 1-1/2 0.09 0.18 0.35 - - - - 280 1420 1 2 x 2 0.15 0.31 - - - - - 200 1020 1-1/2` 1-1/2x1-1/2 0.03 0.06 0.12 0.18 0.29 - - 640 3200 2 2 x 2 0.01 0.03 0.06 0.09 0.14 0.29 - 830 4180 5/8 1 x 4 0.32 - - - - - - 250 1270 1 3/4 x 3/4 0.11 0.21 0.42 - - - - 290 1480 1 3/4 x 4 0.08 0.16 0.33 0.49 - - - 460 2340 36 1 1 x 4 0.09 0.17 0.34 - - - - 350 1780 1 1-1/2 x 1-1/2 0.16 0.33 - - - - - 230 1180 1 2 x 2 0.25 0.49 - - - - - 170 850 1-112` 1-1/2 x 1-1/2 0.05 0.11 0.21 032 - - - 530 2660 2 2 x 2 0.02 0.05 0.09 0.14 0.23 0.47 - 690 3480 1 3/4 x 3/4 0.17 0.34 - - - - 250 1260 1 3/4 x 4 0.13 0.26 - - - - - 400 2000 1 1 x 4 0.15 0.3 - - - - 300 1520 42 1 1-1/2x1-1/2 0.26 0.45 - - - - - 200 1010 1 2 x 2 0.38 - - - - - 140 730 1-1/2• 1-1/2x1-1/2 0.08 0.16 0.32 0.47 - - - 450 2280 2 2 x 2 0.04 0.07 0.14 0.22 0.36 - - 590 2980 46 1 1 x 4 0.20 0.40 - - - - - 270 1390 1 1-1/2 x 1-1/2 0.32 - - - - - - 180 900 1 3/4 x 3/4 0.25 - - - - 220 1110 48 1 3/4 x 4 0.19 0.39 - - - - 350 1750 1-1/2• 1-1/2x1-1/2 0.11 0.23 0.45 - - - - 400 2000 2 2 x 2 0.06 0.11 0.22 0.33 -- - - 520 2610 54 1-1/2• 1-1/2x1-1/2 0.15 0.3 - - - - - 350 1770 2 2 x 2 0.07 0.15 0.3 0.45 - - - 460 2320 60 2 1 2 x 2 1 0.12 0.23 0.47 - - 410 2090 NOTES: 1. All gratings were tested in accordance with the ANSI Standard:FRP Composites Grating Manual for Pultruded and Molded Grating and Stair Treads. 2. Maximum Recommended Load represents a 5:1 factor of safety on Ultimate Capacity. 4.For covered grating use a multiplier of 0.5.This is limited to gratings of 1'-2'depths.It is not recommended covering 3/4'or 1/2'gratings. 3.Max recommended and ultimate loads do not change as a result of adding a 1/8'deep covered plate. www.fibergrate.com 1 800-527-4043