Loading...
HomeMy WebLinkAbout314 W 1st St Technical - Building +bc..i, eo...,s-r,,-uc,,o,-, - \2-,,-, IV ^"- '+'2-01S,,",,'> 3 I,'L W.F,-s' 5,\ J';''''04\~ SJ.- ?, k Lop ll....,f- 3/J/O~ '/3 -:R LL 5 "'~\ \ k "Z" 'I' P ,"- {\-~ 4~,v-<v-....) 4b~ '''~ "" "'..w-- t;. """':'l"" 'f'U-f"I.<'<;" Cl~ '";'",,<;'-<-o.'*"~1 ?i'" 1.C.W"14'.L",0" c.-d-,,,,, FW;.!lO\ (p,cS ,', 1:l,.,. (..o~ "U;c-) , 'P ~ F><e ...e" (,0.,;) F-- \,"~ e = \J-.lU. ~("'OX:.'SI' ~S 4-1~ N ~ e,\<>v..JI.~ L~,S..;,^"", 10 h- r--<-\.'.... M'..", fv-yo,"",,) 1> = QV';-)( a.s)ll" (.';'1.'01) = 3 So" '1 -\" \,,~ .... W',c Loa;- 4-4-,000 A t>.,bU"^" <- pl \-e~ '?f - .1.4, 000 ~ T~ ~ ~ ~ / p; L<. ~ CkL f'\ ~ .-t,-<...~--k...l. J~\J"'" {'" 1~'1 ""'i'f"'" \..d) :..\ ~_-iSD1l. c Zc>o?O '~P) - ()s.e ?"f <;0(" 4c ..k~\ pp-t- (<-r, r ~4:-. f'~ C#hA.":" ~~J \, . l~. . .....~ :!". ..~r:.' ,. ) ., 'P..... f" Io-<cl l.yov-l-/L<--..-hf"V-< ~ ,'""", ~.,''' "'1- ~ ~ CO c ,,2- 1''0 \ I' ~ I - 4",- -\-w- p. k '''''/' "-; J. ~ J. ~. 1"'J1" o o o o ,~. 'i o '" "?\<-< '^ ~""-,,Q<-\-\ ......... -\-",' 1", k ~c. f i:lr~ 'r" I.."'IJ...... CML V-J'"-( J."..... ) ":u.... ~t\'''-Lk.J c.I<-'>. ..' -~ CCt-.:}<'~..:L\')'CT10~ - (Ltv\Vru..... ~'\-'S.JhJ~ C"",,,-\-,... 1.0'1\ c'P~' ... i): 4-4,ooD IIA ~ .f! 4-c. o,1il.-W.h-"'-\ ~ @.-4-.=): b~~ " A-- '!>S2, oct> '" - /10 , W/I'c?J' J-"'f ~-t~ll f k<L /"'''-'- <.k'!O( e '11" kl",,-, ~, -~ ,..~.~t C.. It., c;,J,.L. ",.ll Co C ~ 'P: II,DQ0M .'. # "- II,DCi>(:3.) _. ~,O::t? .~-tJ., 4-- s"''''''- sl-aL l<'(vJ~ C ~~~I<L;l-,f ~ ., 1+-..~6 ,,,k..l.. i- 'j- 1- J.\, "0.>0., 3. S;b sk/Dr: 7-/3- ,.- ._o___,--_.!_ ~ 1_ REINFORCED CONCRETE/MASONRY DESIGN - ALTERNATE METHOD ZENOVIC AND ASSOCIATES 519 SOUTH PEABODY STREET, SUITE 22 Port Angeles, WA 98362 Sheet ~ of ~ Job No. 04413 MATERIAL PROPERTIES: (Only for Nonnal Wt Concrete I Masonry without inspection) MATERIAL: . fm I fe = Fs = (CorM) psi ksi E = 2880952 psi n = 10.1 MEMBER # " . DESCRIPTION: LOCATION: b= in REINFORCING: SIZE: d= in NO. BARS: As= 2.17 APPLIED MOMENT: Ib-in k-ft Design Moment = 352000 Ib-in Stress Level: DESIGN CONSTANl p= 0.005023 k= 0.267841 j = 0.9107198 STRESSES: fm I fe = 556.7 psi Fm / Fe = 1125 psi OK fs = 14.8 ksi Fs = 20 ksi OK MEMBER # DESCRIPTION: LOCATION: b= in REINFORCING: SIZE: d= in NO. BARS: As = 1.24 APPLIED MOMENT: . Ib-in k-ft Design Moment = 88000 Ib-in Stress Level: DESIGN CONSTANl p= 0.004306 k= 0.251392 j = 0.9162027 STRESSES: fm Ife = 221.1 psi Fm I Fe = 1125 psi OK fs = 6.5 ksi Fs = 20 ksi OK