(CHAPTER 3-DEAD LOADS, OL LOADS, AND HYDROSTATIC PRESSURE ‘TABLES AND FIGURES OF CHAPTER 3 “Table 3-1: Minimum design dead loads spean cris == xin ‘cumaNs ‘Rent era Sgn ned erm ‘Msi oaloas in Post anes coice 2s sara a0 Spend hae a0 ‘Syl anus 178 Spl wt ath agp lr 50 ‘We friggin ac us COVERINGS, ROOT, AND WATE ay) THB, ‘sions cene sng c a0 ‘sae = Z, ‘aD Comat ie 5 a0 ye orang) Bette 30a oa Tk eam é i Twi as ta tat Sem o30 Con in ‘Tega nol as [Foy oa pa = 35 Foetal ged S ar et 5 coe essa OR oan hkl 2g ‘ut hes tl a ous Delage ne ted Daa) a 38 Fam wood Doug i OOTI ISS a0 oat mn bas eum sg i oi alte de (er = ‘als a0 ir ‘mr Tela - ant et 005 Paps om ‘ms Tine fm shi 001 a alan a oat Sh fe oat Sues 3s Siem = 30 oe} ouasaone | a a neta cette Ih a sn[CHAPTER 3-DEAD LOADS, $01 LOADS, AND HYDROSTATIC PRESSURE “Tablet: Minima design dea! ‘Component aa Tia, ao at a0 gi api tos Stigtety ste a Wood seating (rn ne) Pha or] Ore sad sel iooas Wend winger us FLOOR FL. ine cont para Torr Tigteigt one, pom ‘is Sen ps mm ‘ors Stone ener oC ‘2 LOOKS AND FLOOR FINSHES Aga ack (mn), eon oar 7 Tas Cenc ins 5m) on tage 135 ‘Cero quay Me (eg ones or al %, a0 Cento quay Me (sg 5k wort el 110 Corrine ees) 2% oar riod arg 0 020 Lieu cpa, 6 tos Mus and taro no-cd 1 Site (pr ies) aos Solel ae 5 re id Ssborig 705 tis Tess (li o 90 er [2 non stoonrt 3 “Tenuz 25 nn), sn on 13s Word Gos. (Som) oes oat TTT TTT EOE — 0 ‘Wood blek (5aoe1- reria be 10 FLOORS, WOOD:JOIST (N3 FAST ag pounit woo Raph 7 2 Soi eG) | 3B ape Be Sea | rm sine ENT ian) EF Sia oa ae a os 50200 30 30 035 S02 280 ss 0, 030, 50 108, a, as 030 Merle stl prions wo ‘Wend esd, Fs pa wd ke tao ‘Woaf ste S112, piste ~a20 Post SL 12 stl nae 0 ‘Woods 510, pert wo ser 10 Teor al walle Sm = 100 sn AO, ap, ae, ag a SQ. 150 40S. ye, aig io, Pex td wal wih ick serer [20] ‘Wink, die ane [ue bt) SHC30L-CR-1 Rott on crt ror hg 9G SRCHAPTER 3-DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE “Table 34: Minimum design dea loads Component Pa Carb ats wm 130 om 30 00a 150 HOLLOW CONCRETE MASONRY UNIT WYTHE Wythe ig) | 100 | 1st [a0 [250 | a Desi oe GS) No poat TE 8 [309 | as im 13 135—[—235—[ 280 Tab — | Gs eT 0 [Spec ts [ais] pfs eo a ‘oom shrfoa irra] 270 —[ 38 [400 age as, “Za | a0 | 390 esl a a EAN “ Re goat ota os Ti [| aa To tao [315 | ge | 1.00 Te — [a tes fais Zt a 300 0 [Spec ye 3as | a0 [3.8 ‘oa 99-38 —[ $03.0 ‘0. 210 [= 380350 | a fal goo eC Den of lt TEP) Re gost Ca asa 300 Tm 1a} 240g] 390 | 35 tion | Ga O, ae —| 355-1 310 [ 390 00mm — fa TTI] SOT] sages | a5 [8 oo a a a ‘tom a S| as Fal goa 0s [yes [$95 | ea Said ee 0 Dany unt es Ou — [7s P 42389 sap a | Danita (10S —[ 15] —aas | a0 | aa —[30, Dish fant (2LOLNT| [200 | 300] as} sis] 628 — 1 Neigh msony intr la Fo ple 024 LN rhe ere Vale ge ‘memati nanos tine cone eg af gl fr une cacti[CHAPTER.3-DEAD LOADS, SOIL LOADS, AND HYDROSTATIC PRESSURE “Tnble 3-2: Minium densities for design loads fom materials Danliy Denali Masia Nin) Matsa enin ‘Aluminum 21 [Lime [Bituminous pod Hysnied, compacted 70 Asphalum 13.0 | —Hyated loose 30 Graphite 21,0 | Masoary,ashlae stone Parlin 30 Grate 260 Petroleum, ade 8S Limestone, egal 260 Petoeun, refined 80 Limestone, lis 210 Patol, bene 710 | ~ Marble 210 Petoleum,gasline 6s Sandon 230 Pte 1.0] sary, ick Tae 120 | _ Hrd (ow absoiion) 208 Brass 245 lfc nem bon) 0 Broave z Sul (igh abortion) T60- Coston Genet gee] 230 Mabon egg snd) fs ‘Cemei,prind, loose ia Tighowegit ni, Tas ‘Ceramic le 2s Medium weit 195 Charoal 20 "Nomal weight nis 210 Cinder ill 3.0 | Masonry grout 220 Cinders, ba 70 [ Masonry, rabble one Col ‘Gane 20 ‘ATete,pil ca Limestone, etn 230 Bitminow, ped OP 15 Timestone, lie 230 Ligatepiled—— 75: ‘tbe Das Peat, i, pled 35. Sandstone ais plain Movi, cement ouline 205 ‘Cinder Z| | Pat 20 Expanded slag agente 16.0_| Plywood 60 Hayate bumet-clay agp) “V0 Tipp suber) Sa 210125 SUaberone 150 20 Sansone 140 YVermiealiteand palit 4080 | Sand segregate, onload baring ‘Gi and 1a ‘ier ight arene, Fo-eaing [110 [River dry 110 “ ited ‘Concrete, enforce Sa [cinder Tink = —— tae] Cope. on, compres Stone, quid piled ‘chy, damp sal, rani, eis She 301-CR.18[CHAPTER 3-DEAD LOADS, OM LOADS, AND HYOROSTATIC PRESSURE ‘ante32: Dea Mea Materia Deaiy Clay gave {eo | “Tiong, mie gute] 0 Sia owt 125 [ sadn 130 Si oi pected 150] sate is Si wie 110 | ~ Grete Fontes 10 Sandan gel, dy loos [160 [Te alata Sunda gavel yee [178 —[ Voie ied rr Send and gavel we 130 | Voie le J Tah (aire) Ta cy Tes wae Sa iio Pe 60 ive ma iid | “s8 0 Sind eral 35,5 tg ned Sed or gral day gw") gynercawe a ‘as s‘f50 |“ Gpres ers 55 ‘rel 16s [Fie Doig et an ——[35. yeu, Be Re Kee as yeu walbod 30 | Oak comma cad wes [78 ke 30 —| Phe, others elon 0 i Tedvood a Cas 7g | Spe, el wie ad kas 3 Wig 755 | Wests hens 30 Tax Zin aed se! m0 “ra vag any ma ne pin how ma nisi = “e %, o s 2 ae 109424399" | SRCa01-CR.IS‘CHAPTER VE LOADS. TABLES AND FIGURES OF CHAPTER 4 “Table F1: Minin uniformly distibuted ive Toad, Ls and main cone Sarat csi ‘ae z 2 fatter o oe Sean z Se = a eae s aan S om ane ee tb = Eipecare ‘ Lire 3 regueedie Spats 3 se eo = 1 Se Tle a oo 2 2 ean agate ae iat) ee aR : ioe ESAS wcwmppttomr c 2 @ cies a8 =e Z ate if i Tie Resenil) Swe 301-0818CHAPTER 4-UVE LOADS — ea — | — = = = a as este Seem reerteneemean ws 7 tere # ae z ————— - Reviewing stands, prandstagls, and bleachers 50% eae rag ES eal Se aa ig ieee seuior cosacoete i. ieee = —=—_ e econ = oa im | face eae oe : : ee ee scene ea, —————— | se aa : i crayon = {cc — = ”(CHAPTER 4-LVE LOADS. vn wnfornly distributed live Toads, Cy and minian concentrated ive Toads ‘Oeujm Tarn Nn ne 8) ‘Ce ave Te 1, S Fira ooreoriers 30. a5, ‘Seles, sigh and aces cling 1D Suwa, vb driveway and yrs je Ta 3807 30) i= ‘Oe vo any Ginga 20, is 50, 1 org are ave linge Lo Storage waco al 0s gnc or Rev Tne rege ait sora) Tiga a Hes Ta Tack, i a 30. a Upger foo 40 e a5 “Wheto sar as Veti See Sala Ghia 3a. 50" velo eitin rhe pried by Seo ule pes es apy. 1 Flos ia praess cpr ofa ling wd re strge of mtr cise be desc rhe wna ‘Shed elo Te ethene oor geese pep het ‘coo a tn se ps 13.04 cng me 100 by 100 24 ‘stig pst vile ny, 104 per <¢_ Bes x tks nd bone or AASHTO URED de De pcs homer vos ‘aig nd nd tdagc Nees tse ob ep. 4 Uti atte per ep rss Sun be ie 3 tae a Tron ep rn ppt yoke ae 8518 te et sri 5 cb ian Tend in sal nee by ene) aL Stirecewarteceennel ten tepyameaess Reka + Teclngconcnect Sm peal depo eye mvc so hee one' eee peg psf eaten Tent kes Sal spate inl ete or nd ew oor SERIES aonermenssnastriowmaseenraate Freestar erimsenrurery Gow mx hee onthe scales wider cnidraton, The once a is ok reir 0 ‘Seay ooo mane ber Ti tnsgnsr to ni oc ey bo tn bit ib t : I i : i 2 i‘CHAPTER #UVE LOADS. ‘Table 4.2: Minion n Uniformly Disrte Live Loads The Cceipaneyor Use] Lama | Occupy ormse | Live Load Nn’) ki) ing ang sO" aaa ate] 50 mo) “renee —| 507 [ai a ‘ie ore Matta las Nestea aa | Mare eo 3 — fr i Tie a Conpsigcsoma 150 Boson Tea a $0 aero famed—— [145° | Pager recs sie ——[50 meee TE Colng cen ead — [0s [Reto ae 7 call ee No veep —| TC Weg ‘Oveted Resa 0 Thr a | Wa & Rea Pha ea Te Coapuer aime 9° 12" — | Ral aig so comes 25-50 |Sorgs yo gr ZT Deane Tete Nowartonl a0 Desig i orton 20 Gr Ter 7 tf eaarmaa om 5 Fess 9 Tae teoos 15m fed a taal 07 taal TiN renin Freon 30 Tings 7g [Toto 30 Tastes cig Teor 7430 —— [rire on Tor = nfm [2 4 Uni af ta ie re lle Nt hf ve patel ‘a Delon five aad 4 Paperstrape 2 Nt pce Fe sy ih Aroq Ray Ogmition ‘Use Aneta Asoo of Ste ghana Oil MOMRA Bie Design pocorn so jet ot it a 00% nm eo, 1 Accenbleceings neal te desig appar es The we hae ‘Se och tent fey em pt i SDC301-CR18 noes eect mn am 9 SRRaneshinkcom Tile 22-coneructon dln sertaned Parl ens on Sear BEL E® scemnaame oe Eee TO) ces ei 2 nnene PER i “ cayaeaceac ree 3 i ae i Pin cen’? 5 Pana iene nm a fesammcmaretiii, ete seth Feceacam Betsy [| fate : 2 _goms PO Sheet Sout oon “able 23—ttinimam cover in cones lors snd ‘atibs [ca prcneriig Soaps se] itt ™ 2.3_conerete cover protection of test Fetntoreersnt| Cover ration termina th scion ae a th scr ee pou Aseber ees peor $5 fie tie shal tna wt ht tse pint rd ery wi te pois in 22. "231 Gene ~Datrnine inn ee ower oer ‘wom longa et retentive ome ‘nercebn i sie span) ef ob le ad ‘Seameingmehos decd in 21 tg 2.1. (Concee covers ae ee thn ety ACL TAM arp of doer uu case coe sty Fi 27—Cemi ber oi prction. ss nbs esti a ues code 21 Cover free babe say iheksestt conte cneio pone amet sone (dom se oan types oF coe Norma Sire roe ee este 104 ons Sl ‘form vals iene Tae 23 Table2.3 sept {0 ony or roy ext ple eos yt oF Hee sad ooo sos wih i nace 231.2 Coe for monpeted lsalreforcenent ‘abeane—Te inna kes of eon over toron [pestesed oto login! el reinirons fo esraned and anette. ben 0 dic wale Fried to povie fre reste of 1 hour hl ‘on yee Table 24 Vales Tabl 2. for ‘ete bane py 1 Des ced mar ha {2m ‘puto cir oie en js spre 12 trier nce, 29 cel ett et ee Fesstneregetemons fours, Demin coer seater wth ica con “he comets cove for on lil re mano scent conc wee he sia he ba te Fireespsd srt ofthe ears Feearn which see ts eh eae, ft pape of Tae 24, he vag of the mish cver he nial ba Por emer hrs (ht br eit othe to ed 56) the minimum cover se nthe allio seal be {a heat vale, Ta ial cove fr an nil at alba lash 72 teva how Tle 2. ot Doma sicher renter 213 Coe for pstesed flere irene — or resi ed este bean od ed ne DDanesink com‘ale 24—Mrinum cover h ronprestossd beams {able 2.5 inimum cover in rasressed coneroto ‘rama oo mm or gest wa State tate le eae pepretet et ete eee es batedsetetet ete te | = fceelatetete tate (tte 22, He misimam chan of coma cone over OM Ee ae ae ep PR | cece seme tie cemcccres ley ete tet ete te cto seen she atte ond ‘tent eh 30 mes Tae 0 sey 0 Pressel ents of all agen ype and was hat Ervecrr sco oot tt har ta 600 tt nee ‘cate inca eb pmiel see Stl of te vars fo Tales 25 026 Te sone ‘Sono onda satel he te” The iia ‘over etoposide! oe ‘eatin ptaedbeune halle teinedinscaace wma, ection let ort scalars sans Saiiaeancs one nn eeeninpenateaeas michne ate tel dane ie Sirti fate acamnleiaie Soe Sancta Sy sae omarion yn ceste Secasencnames Sienna ais i a se seria simmer Tite ee pont ss Seescaa ‘ont rt exe wen ped “The ect met ne con of ea rence of aber cle ba sins ged tn ares 244 Cation see 28 ‘overetocemeof ees eaconet acon “able 2.Minimum cover retrssod onerato oams ofall wis = mau | | ie ESBS, “ge vase [w= [| =| > Se eaela te ete wey ee [ol offer ‘Sancta tsetse 2412 Colada procolie for spl appre eomeToe epee apy abe 21 ‘hal ap Bes th he flowing ier: wn ‘tema on avenge ofa feb th comer brs ‘cunts ive yl Bee ai eV of fr ot a eo ea ‘Soytaion of tal be el 1 of hei al i Jon Fert led eombienton ining wn ons sedated in ecto (2023 aa Espino 1. Ia Combing 2 of Exton 2-1), Kader Dandy teres 120 ont ropes, when seit ‘petite inal eye ed Sopra by fe Bul Os. 2, ton aco in bition 3,4 99 Da § of Byaan @-) & pte Is ty 0 eal econ nich Se i iy ee tes opel Sin wih he eet of ees a arearcepiot pice af pole teeny 2.3.21. Whee Mid ot we presen they tal Seine! with he ae loa tr dd ead Din cobnaton I hough wn 7. iocned a flows " 1. whee the fot of H ad to he pinay arable ond ef, inl with ond faeor of 16 2 where the effec of H rei the primary ‘orable onde, nla # ith ead my 0c 301-cR.18 i i £ a ; i = t i i iAyal ais: ultimale : 22 Gge se Ow —+0 OMosh7L —~O Q@r2d 4L4w —+@—--™ Orav+ bs E—o Gong ty @edd+—® ©o.3d+E +-® semviCas. + 32 GH flo ot Ov +d @vyw +d @d40.6 —-O @dr-r0.4sL +045 (.6w) =O O@dro7 £--® @drersl yo7s CFH)—-® D@D 6d 40-60 + @ @oevr0-4t E—-© A ge dj IGN U pet + seismic Glegety LIS pe A, Bic Pe NS GOAN ose a susmic ley + DEF Pe redendoncy er rebability Factor Or G5 a vertical component Wb ula a Sppe 2S sl » 2SLT GE SS rLN Alig was DL J 4 orthogonal effect 8 br pla seismic Ghegory GTI = ; AB abl atlas wel, Su oN ed, SN Ge Gal ity « cur stangth or 1 ths lagna — Seismic category Ae) AB(CHAPTER 1-GENERAL ‘Table 1-2: Risk category of buildings and other structures for Hood, wind and eart ‘catecony, "NATURE OF OCCUPANCY IS Agrclsl ites esi emp es. nr targe ie. 7 [ing nl erie aa Ulin Rik Care Wand a Isa ei seats chest Rl cr 1 Fa [eine cs “xe gestern 08. Bango ter sss coining Grp soc wh neg ore has bulge stares sing cation: caps alse 12 awh nope en era. -Corpi2ecaances winpofenerting 50 crnon reteset avs or ea nee ay Crap ogee “ + Any et upaney wit an ocxpant load gets than 702 “See geBasa peers eter ease We ke pon woe wc 2 veka ys ted ge Dinan ese a Bk Cay 17% ances ese ceed somo orale ues ecnol cs ghen i te. (or 7.1, {1S0C1 erpetomor sono oer ners wh te SUC We} ‘sie ps ths oth publi iene? or ee arg TERT TGA csnces hang ten 8 eneeyreaien ai “fhe ecm lye rey eer “postage ane orp “Denke er como caand gp Sika em Roma pant Sins bain ie pe Aa oindene aT Geo ie nt Tic mm we Sa col oa gen Tae 2) S420 Spelt sei ern Avesucento pase et the pbiieese.® + sition onl tomers acon ees an energy are Be "igs ner sre vig io natn! efor fon | "pps For pans fost ei ellatin apne equ by Tale 100112 of SC 701 wo we ra rea ‘Aire approved y th bling cl the caso bale aed ie sucess Rsk Clay I IV “ocd on fer que of os hy tea explsve mses pratt be rede o Rist Cae one cm be demos by al asvenet in acrtrce th Secon 15 Da ees fhe xe, Tita or explo ats sient poe» eae pe By SBC 31-CRIS 10 i # t ema weer at how He(CHAPTER 1-GENERAL, ‘Tante 1-3: importance etors by risk eatery of bullngs other servers for cenrthquake loads Or ocoxpung) infor ton “Sadsle Importance Factor, Z Tsk Calgon Toon Table F2 C i a STi le bea epee a Tp Tia component he bid wot cp. Ree Seston To & £ $ ‘6, Se "4, 3° SBC 301-CR-18, ce) ne waar(CHAPTER 2-COMBINATIONS OF LOADS. a ee spice er SS cey ere ae eet Seeing ae noe a 2 ta nomconsal Zanes, 10 in ‘ononione andl be ele by swt hora, 24 Lost Combination Inceding ‘mos e Lots (Ne plac RSA 238 Lond Combleton lneiig, Se Sing 23.4 Whe mpl, sta ft ot load T shail be ma combination with Cte tT od fst) fn sal cae cing te tneegay ent ‘obsbiity tht the maxim efit of gl ager Pete nese cnsaquetes the ett of 2.382 The lon fo on hl tune 8 ae 2383 When being the eps of ste ‘stuctrlclanent awl th lft ol ‘Ssnng In the flowing a combination: ‘ould be eoee, wh agatength eg tao siarvost | a an tap 4.etsior | wy Tad, Where aproved 8 he Bling Of, the Reged xsign Profession f pote deine the combined fond eft for stregth ‘wad on which. te loat combination ‘eure i Seton 13.2 re based. Seek ‘aethod ust be protaily-ased and ist be companied by ‘dcunetation reac th ‘aly abdeaeton of mopping date ta x ‘cele fo te ung Ott 24 —Combining nominal loads Using allowable stress design 21 Base Combinations. Lous ed ein fail be comieed foci inthe following fembiatlons)wbiehever"froduces te most siructural member being considered. Fess of one more lad stg sal be considered §0r Priva, De D Ugo R) os ant Spor eiorersior D+ (osWai078) ey 960 + ow 7 060 + Ge 8 teeta 1, For moan swore, in which the wind Yt domi fom force oct, etd a Figee 29.2, Actes contin wd ets ‘Stayt he ioe A 23:39 “ann cette 90 on fier veel rw aoa pant Sate pemitedeo replace win a9W7 invconbiion Br dng of tn fount, exuding msg the ‘url 1 the fandto, 2 Usha be peri t eplace 00 with {090 in cmb Trt sien of Syeil Renee! Masonry Shor Walley ster th walls stil th ene oF 3 Wher id ad present thy al Vertaded in combinations 1 rough 6 fed ih bearer a that aed or ‘end on. Where fons 2 presen i ill be noses: MeN ace12: — Seb Desi Regulemens fr Bula ein Table 12-2, shal ut be vet tres ‘or 1D minstrel eight Py Escenin: The lit dos aot sly tre the Sent” sry real of etng a en fee ego tines the desig re presebe inSecon I 1333 Ble Discontineogs Walle or Trane. Sct lemons sppatng dcomtinsns wale es of srctures ving hl realty Type t ofa 22 orverical neue Type of Te 12 stale cig Totes hess Id ee inclading overtng Btn e Seson 124.3 Thecomectansol meh dent wals Frames tothe sporting memes sll ‘quae 10 wansmi he foc or white ‘Tscmtnae wals Baes were ried tb ‘signed, 1233.4 mcrae in Fares Dae to Ineegulries for Seam Drsgn Categories D Aivowgh Fe For amueures esiged lo Semi asin Capo. Eor Fan ha hia Sstalireguliy of Type 12 Sear “ie 22 or aver nara rey Type in ae 12, thd Frees ete from Seton 12.0111 sl be real 35 event fo the fling ements he eee Feet ter 1, Comstons of dagrapns co verteal 2 Caller th commons icuing eens 10 serial somes, of te Shae forceeiing sem Excepon: Frcs clued tg the ea ead includ otersterh tro Seca0 12:93 needa be nro. 123.4 Nedandany Arete pally emsignlto he sean fostsing sa| tach of wo orthogonal atin ol strates Inaceoranc wh ths seton 2341 Conditions Where Vale of pe 1 thew ofaipominta si oe elo Dat cleltion al Ft eft, Design of const cmposens. 4. Design ofnobulig strates Dat ae ‘overt ballding Design of alta seen, splices, ae thar eaoneston or which the sel Tan fects nti oventrert netor of Sexton 1243 art Design of member oF cmetons whos the sesme oad efete lng ‘rerstegth flor of Sein 1243 ae ‘eed fr desig, Dinprmgm fads éeteminal wag qutin (1225), Srctres wth mpg syste desi Design of rac wal er an Fores, ining hi ana. more mip omne bag ay We Bcrce Toto Pre Stale 2, el other satires ie te Seismic DSigh Soy Ondo sce aged See Den gts Fpl eal.) Cncofthe folowing wo ons ney (@) Each tay resisting more thn 35 pra thee hearin th reson oF se: Shalleompy wih Tale 2 (6) Stace ta we rg i plan a al. Levels provided tht the sie fs resis ystems consist of at Teast 80 toys of seumle foceeesting permet framing on each se ofthe ste ‘ach ahogoal distin at exch sion Fis mee than 35 pect af the base Shea The nan fas eee al {Sal be calolned ote length of hc ‘ll vided by he sty Height 190 {ines the Ket ose wall ied the stony ely Ie for ihrane ‘Seismic Design Caapres and Fare at also specifed boss exer online ae pried (se Seton naa) 124 Seismic toad effects and combinations 144 Appleby. AIL members of the sac, ising those rat pt ofthe seismic my suc s01cRe18v2 p PO seismic toad effect A” ip » Ey- Ey fecossing sen, sledge wig the Spy ~ Design spectal egonse_aclernn ‘ime od ttc of Scan 24 ties pine tot frase on Se Serie cepted ty isco Sete tnd Sf oe tei ean fond mente ie of edo tes etn om aplton of rinal wst scp The ela snot, ‘erie seamic feet fathin Sesion 2.42, poe oe ena eo frei of Wee spiel reciee semi od efets ‘allowing condition ‘ta fed scum krveraengh at Te tm Eaton (2:0, (1225 (2) ad fone Sston 23. (Cas) Spc et nn he sete nt bis. ste, sl be detonated wth 2 In Eqaton (12.2) whe demining Shel nar onthesollsimcnee Mert | ys 11. For use in load eoentination § in Section inion, 25 31 € ola Se Eire nd comimfon 5 a Om 12423 SSE Con Seog 24,6 lb diene 4231 wh tees sine nd = erdans_th Byatio.(124) 8 rc dina Sec 12 combined Eh Sn, leer sear a {he elects of other loss set oth in CHAPTER. Pee (Hy a ese lind combtons ad) af 2. Fore in nd calnatin 7 Seon Egon (2) or sacs jo sd 25's lad comon§ tn Schon asin be ted He ef se fe Zl Estate drape nacanes conten (an?) ef Eqition ft ‘sth gn 32) flows ‘nbn or Swng Daten liana tee, (22) 240.2590 +908 +L [E | es FSi od tc Arepetiectetty a bey htiaa sekanic Foroes us defined |, The lond factor on Lin combination 5 is yer ermine to 3 tr all osrpetes lef weal cai res a des Tench ase 1 ohn ot : Coal 0 $I wit ete a Haare Re? feage er aww omit ca at ‘he hail sum od tle, ll incase ‘etomidate wi Eto (2) 982. Whee a een hy tone iS wth eed te 12 ‘add Dn combate | gh 3 where, = ‘ and 7, Where load H are present, they shall Ue Efe ftom seni foes foo ‘het lo Revhecreitedly Secs SS i2Sieach (win ef of fa whe inary hit sha eat fo sean tral Torah ott ac wi ood fc site a odes it Serer, tuo eater (0 wh th fit fH ess te rig Petekndny tea Seon 23.8 ‘aia ei ihn ed eto 09 hereto ispomanent ot lcd eter Ofrenda, 1242.2 Whee the pression at no. REN had etal sea Tasaas The vel de, lest hn cae Bal ae Meme eda ton Leet de ae mag's el ‘Equation (12-4) a8 follows: ‘Toad shall be used in Hew of the seismic lond oy Se SS dt cad es a cetera ee ay seeao1crss a“co4 oman cork, [5 eosconsae ra Ja) aro 1. Where id od Pa pein be incl in combats wough 6 td 8 with eome fara ta wa fr dea ea 2 Whee fal 11 & pet, i shall be includ lov (0) wor the eft of H ad 1 the rir vara lod fet nl ‘ita lan ct 1 (Oy shee the eet of HF re the Primary varie ed eft ke nth ad tere. wre the ond 'Spermnent oa kad factor of al Wot Jeans) sherds a, des idl Site acorns tegen Towing Sg 3 table condos seuiingovesrrah cor spoons sabe deere nasa wil the aon 1. Far en la combat 5 in Section 252 elon combintine 5 tnd 6 Soxion 24 hl taken egal {i259 flows By = fant By an 2 Foren ud combintin 7 Seton 232 or lad combinion in Sesion 2A, E shl e ken ol Ey = ‘tne scorn th Exton (12a) aon By = Fae ~ Bo (29 whee, 1 Scam Ind ele iolaling oestensth fico: ga" Ee ovat sels Free cing vse at define Seton 12431 Section 12431 Moviomtal Sesmie Lad Ect, ‘ith Overstenth Factor. The biol sie Io eet wih overt ar sal be tei i ccordnee wih Eaton (23) 28 fal 2 0 (29) wher, Oe = Ete of rz see Frese om ys oF Fos peda Seton 121, 12.10, 06 5 Where ree by Seton 12.53 01254, such fists shall vet fo, aplation. of avi frees simtancousiy ino etn: Arai gles to each ther ‘hy Oversea Exception: The vale of Ey nod nat xed the nasi re tht ean develop it he Sets ‘teined by roy ae echmiom ‘mab solar reponse ane in, ‘alte expe vles of mtr srr 12432 Load Combinations th Overstength Factor R321 Whore ses a fest wih ‘rsa ato, By tite in Seton 1213, IS combined withthe ets of eter ods a et {thn CHAPTER 9, coins (S aa of Euan (12:1) fr statue ot jo od le sail be mole ofthe seen la ‘combi (Sand) afin 1 fre ‘bination for Seq Desig lf ater 1. The laa fcr on in combination $ pitied ea 0 forall ecu shih tin Tae 1 ton fev o SKN wth he excion of forages o ares oie paces of Feb sea. 2 Whee Mid ous # we presen they sa te cad eth the sae nad ft ‘ead ond Da soto | rough ‘nu, Where loa are presen thy Stal Tela fll (0) hore the elect of ads 0 the Primary vale oad ef elie 1) fh oa tor of 1 (©) sour the effect of resis the Pein variable a fs ele th fad ator oF 9 eho ‘Bore rand ae of ral ‘the cations. (6) Where rl ear resize proves resisting to svt i Home ‘te Tres, al at bed in Ht sl Inde in th desi, ven, 124322 Where sie oa fst i oversength ely, Hy tid Seton 12.3, yy speapicras ”(CHUAWTER 12: — Seismic Desig Requirements or Dung Sues _ {is combined withthe ees of ee ae a se Fath n HAPTER 2 combatons (Sond of Equation (12-11) for sets subj oD lead shal be Sees tthe sisi fend mbit (and 3) e Equation (23) fo ‘esi combine or Almas Sr Design service : | uy 6 O1455)9 4 O70 Noves 1. Where id oa apres th al eine in condition Tou & taf wih same ator tha ed ar ‘Seal oul, 2 Where fad i preset, i sal be Inet follows (2) where the ea f i the ina vale lod effet, eae tvsha lon cor of 10 (©) where the eft of W resis the inary variable lad eft, ince frit loa ctr where the ad Pemanentars la fer a0 esl ter fonctions. 12433 Allonable Stross tnreae or ai Combinations nth Ovetrength 124334 Where alomble srs design Inehodlogle ae ae wih ssn lone ‘ktmed in Sesto 1243 appl in lad fembinations 8.6, er 8 of Ssetin 2 | allowabie Sess are peri tobe eine wing a0 AMlowabl see nee of 2 1243382 This ere sal not be combined wit intense in owile ates land contitation ebctions heres pemited by tis code or he sei sfce doc ‘hcp fr ineses due to asin fare ‘Serdance with APRPANDS, 12.44 fininum Upward Fuge Horomia Caniteers for Sekmie Design Catgoiee D Through Fe sce aged to Senie Design CategaryD, EF, heron eater sacraments all be designed. for niin nt upward free oF 0.2 te the dod loadin tion othe ppbleload eoabivatons of Section 12 128 —Direction of loading 281 Dineton of Lending. Ceiterin, The iets f apt secre ed the design sal be tase whi il produce the tut eal od fects Is pemite si this rere wing the procedures of Sec 1252 fur Sekine Desen Category B, Seton 1283 for Sie Design Cater Cand Seton 1254 far Semi Design Catepries Dan 1252. Seisme Design Category BForstutus ssid io Seine Design Category Bt dein Seite Taees ae peited 10 be ple indent in cach of to oops diners Ad etal interaction fects me ped 1 te eghted 1253 Seble Design Category C 12531 Loading appioh scree sped to Sis Desian Category C sala 8 ‘niu, confi to he eens of Scion 1232 far Ses Desin Category and the regiments fe ton 12542 Sractnes that fave haat trac ieglry Typ Sate 12h se ‘cof folowing rode © Ortogonal Combination Procure The sttre sal be alyzed sn ts ‘vt la ce alysis ‘Seton 2, the aca “respons ‘ecru assis poet of Secon Tas, or the nea responce Bato rocalie of Seton 16iy as pemited Ader Section 12.6, wih the lading pled inependey in ny ‘hogan ecto. The reemet Sceon 1281 i icemed tio if rnembers and ts ae ‘sige fr 100 pret of the fre fer ‘one ecto lis 0 pent ofthe fees for he perpen etn, The combination rei the maxi enone seg shal be wed (© Sinltanous Apoigaton of Orthogonal round Matin The score shal be ‘male sing the Hea espns Nistary Procedure of Seen te nonlinear Fesponse history procedure of Section 16.2, permed by Sesion 126, wa ‘thon pat of growin reckon histori apd ‘Sotioncsy, 1284. Sebsnie Design Categories D through F r snes01-cRe18CHAPTER 12: —Seismie Design Requirements or Building Sutures 12841 Sastre asiined to. Seismic Design Category D, E, oe F sah a in conf othe requleeent of Sion 1253 12842 tn adton, any column ot wal {ha forms ps of wo or more eres see Forceesiting systems ant i beta fo lead due to slam ores aetna long eth nia plan ais equaling exeeding 20 percent ‘ofthe anal design strength ofthe colin oval Shall be designe forthe most etal fond effect , az 28113 Gstallnot be than GrOOlSs2001 (1216 RALLA In alton, for stots lostes svhee'; sequal 1 or greater tan Og tall, ot eles than G=osqyzz0o cat ee Jae dened in Seton 12.8.1. Si = The design spectal response seseation prameter aa prod of LOS, a dteonined fom Sesion 14 or 116; T= The fundamental period of the srotrets) stern in Seton 1282, 17, ~ Long prod arson pio) dteined in Section 14 5, = The mapped maxim considered fthquake Spectal responseaceesion rameter deterined in score with Section 12812 Soil Strwtwre _tatersstion Reduction. A sol siete inerttion redo is Pst where dteined sing CHAPTER 190 her generally accepted prcetres approved by The Balding Ota 12813 Maximum Ss Value in Determination af 1281.1 For regular strstues ve sos co lesalovethe ae eefined in Seton 1-2 and witha pero, 7 oF 8S es, Cy is pried be called sing aval of 13 for. 1282 Period Determination 12821 The fandamental perad of he struc, Pin the deton under enserstion shall be established using te stoetal properties ‘nd deformational characterises the resiing ements na propery substan analy 12822 The fundameial pero, shall ot exceed the product ofthe ceetfcet for upper Tinton eacuntedpeviod (Cy) fom able 12 and ie approximate Tame peta, Ty determined in accordance wih Sesion 12.2 12823 Asan altertive to pening an ali to determine the fundanentl poe, it {sprite tun the approximate ul prod, Tareas in ecoance with Section 1224 drat. 12824 Approximate ——-Fedamentat Pera TAZA The prose finfanetal ‘petiod Ty), ins, shal be determined row the folowing ation: Tes Gilg cas) my SBC301-CR18 n(CHAPTER 12:—Seismie Design Requizements for Building Siutures ‘Table 12.6 Coefficient for upper tint on ealeuated period Desig etal Resins Ace Pani a T Tosti Bad ia a3 Ls =u i "Table 12-7: Yalues of approximate period parameters Grands) “Shaan Type ops ans ag TameyHTE aness TO ah ea wae ee Ind enotenlse or oie sop tae ei and wil preset the aes fom defesing whee jee 1 a Stel enelseing aes “— cama Conte in sing age ss [-05, ‘Sel ese bred nes nae barst_fas [Sel cligesrned be es ~ bansi_| O75 Alltel sgns Dawes [075 — T wv ‘Ss thr an msn sar ol cae uae FIG —| OWES AT OHS ke thove the em dtd nt 12, wn wal, pions, eng and exter also at hve been eine Secnnmod the sy di. 2 ion cnileer ar al ti ‘oom, [oink waTO ‘Orson shear wastes ‘su0r 007 P07 — allt soes ‘nod, [A015 POA "hth sry bg bab LA "Roem frce seg sta ome sy of man Same in See Design Clovis, Esa the allowable sory dsl copy ih th equines of Secs 121211 “The sl be di nit fr suger secures ih interwar, clings, aerial ates ste ee deine acme sy ie. The sacrament of Sean 1212.3 wt «Sct in which he ses system cons of sn sear al exigned vr eles aleve om theta uo pert ch nes hse ht meat tse aes shar wall (cui) rea Pea effect L2Daly kk o eSDaE MG Meas bo Sp tin SZ bs Dolewes? bas (yal olen aps) ult” Baby SBC 301-CRIB tot(CHAPTER 6-LOADS CHAPTER 5—LOADS, 5.A-Scope Si This cape shall apply te sleton fond {icra sociation sedi desig, eee es permit a Chapter 27 5.2—Genoral 52.1 Loads shall ietode selfaveght, aplied Toads, and efits of peste, eats ‘esiaint "of volume change, and alle Setenent 522 Londs and Seismic Design Caegaies (SC) shal bein accordance wit SHC 30 52.8 Live lad eedutons sal be permite in cordance wth SC 3 5.3—-Load factors and combinations S34 Required sere stl at est ei {ote ees ofc ods abe 3h {Scepon ndaions ns. gh 532 Three of feo moron acing nay ae mpeg fan a henge analy 33 “The ind Hales NEVO 1 Ea” ESET Eb. (@) Garages: “ (by Ateasaceupied a plces of pbc ssconbly (6) Areas whores greater tan SKN S34 applicable, halide (2) though 0 (4) Concentrated tv loads (©) Vehietlar nds (6) Crave leas) @ Lonis om hand ral gud, and ‘hic tier syst () Inpaceftews (© Mion eters 535 If wind load W is based on seve level Toads, 1.617 shal be used in place of LOW in Eg (3.4) and (53.10, and OW all be used lice oF OSU? tak (33.0), 586 The siuctul effets of forces duc 10 stot of volume change ml diferertal Sellen T shal be considered in combination ‘wth he oad fhe effets of Team adversely Met srt safety or peforanee. The fad far for shall be estabshed considering the uncer scocined with tho ily agate of athe probably tat the niu effec of Fil ‘cer simalienausy with ter apple Kn, wd The pte adverse consequences thee of Is weatr thn ssuned. The lo foto oF shall, ‘ot ave ve ee ha 1, 5.37 AF flid ond Fie preset, 1 sll be Jaden the load cambination eqns of 31 accordance with (0) (0) (0 (@) IP ats neo adds othe fet fDi shal be inched with oad factor of It ink. (33.1) (©) IPP ats to te pray toad, i hl be ince with ad far of 12m Eq (53.1 though (53.12) (OIF the effet of Fis peamanent and courte the pray fd it hall be Included with Toad factor of 03 In Gai. (6) eee of isnot permanent a when preset, coumerats the pinay lady Shall nt be neded in (83.15) rag (up. ‘338 irl enc pressure Hs ese, shl i ined in the ld combination exuations of 531 accodance with (a (ore {) IF sts lone ora tothe primary oad fetish be nl witha oad ator ore (Oy the eteet of His permanent ant counteract the primary Toa effet sll bined with oa actor of 09 (6) It the efet of 11s not permanent bat whos preset eoumeret the pia lad et H sal note Inlet 1539 If snes in flood 8, he Nod Foods andthe appropriate losd.fators and combinations of SHC 31 shal be wed 5.310 Not appli in the Kingdom of Saud ‘Arabi. my SAC 306-0R-18 n