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HomeMy WebLinkAbout0086307-Building JPF En9lneer;n9 71:52:561664 1".01 , . 'PF JPF ENGINEERING 311 w. FULTON ST. MAILING P.O. BOX 383 WAUPACA, WI 54981 . STRUCTURAL CALCULATIONS FOR FOX CITIES CONSTRUCTION OSHKOSH, WISCONSIN RESIDENTIAL SLAB & FLOOR DESIGN OSHKOSH., WISCONSIN JPF PROJECT NO. 01..037 DATE: 05-22-01 DESIGN INDEX SHEET NO. COVER REINFORCED CONCMTE SLAB DESION 2-5 FLOOR HEADER DES¡GNS 6 - ,,"""."'" ..~ CO^, '." ~~'-"""._-.~::.. 1*,1" JEFFREY P. '-tr\ :: FINGER \ a i'V ¡ £-28020 ill:: ¡ \.ß.. WAUPACA ¡I:J ¡ "","~ WI ,\~"" .....-......." s A Phone. (715) 256-1717 Fax: (715) 256-1664 JPF En91neerin9 71:52:561664 1".02 JiM' ,," , ,,':, ,""'"',,,,, ,.,",'""',, } ,J' j JPFENGINEERING 311 W, FULTON ST. MAiLING: PO, BOX 383 WAUPACA, WI 54981 phone (7]5) 256-1717 ià, (715) 256-1664 DATL ~/z..z. /"'" i CLIENT F1:> -:". 4.f-~s;.-~~<;'ì"~ . PROJECT R,=,C','O'-L~~~ PROJECT No, -Æ: -"0.:z::L BY -.. 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JPF En91neerln9 71:52:561664 1"_°" QB1C - CONCRETE BEAM DESiGN (VER 2.0) d) ------------------------------------------------------------------------------- ----.--------------------------------------------------------------------------- POX CITIES CONSTRUCTION ONEWAY SLAD DESIGN =============================================================================== TIME: 8:21 AM DATE: 05-22-2001 Page I of 3 File Name: UNTITLED GENERAL CRITERIA: ----------------- Beam Concrete Strength Column Concrete Strength Sleel Yield Strength Stirrup Yield Strength = 4.00 ksi = 4.00 ksl = 40.0 ksi = 40.0 ksi Design as Bm. Slab, Jst (BSJ)= S Include Beam WeIght (Y/N) = N Concrete Weight = 145 pcf Shear Reinf, : Bar Size =#3 No. of Legs = 2 Ultimate Dead Load Factor = 1.40 Ultimate Live Load Factor = 1.70 Pattern Live Loads (Y/N) = Y % of Live Load Not Patterned = 0 % Cone. Cover to Reinf.; Top = 3.60 in. Bot = 2.00 in. Left Span Cantilever (YfN)= N Right Span Cantilever (YfN)= N Left Span Fixed (Y IN) = N Right Span Fixed (Y/N) = N DEFLECTION CONTROL CRITERIA: Compression steel = 2.00 inZ % Live Load Lo be Sustained = 50 % Long Term Multiplier, "Xi" = 2.00 SPAN GEOMETRY: -------------- <--------------------------------SLABS-----------------------------------> Length Depth (in) Stem Width (in) Flange (in) Span (ft) (overall) Base Root Width Thickness 1 8.00 6.00 12.00 12.00 12.00 0.00 <---------------------------cOLUMNS/SUPPORTS----------------------------> --------Lower Col. --------- --------Upper CoL---------- Width Depth Height Width Depth Height (in) (in) (ft) (in) (in) (fL) PINNED SUPPORT PINNED SUPPORT Joint No. i 2 JpF En9lneerln~ 71:52:561664 1".04 . ' QBIC - CONCRETE BEAM DESiGN (VER 2.0) (-1) =============================================================================== FOX CITIES CONSTRUCTION ONEWAY SLAB DESIGN =============================================================================== TIME: 8:21 AM DATE: 05-22-2001 Page 2 of 3 F He Name: UNTITLED SPAN LOADS: ----------- <--------------UNIFORM LOADS (k/ft)--------------> Span Dead Load Live Load Beam Wi. t 0.09 0.04 0.00 <-------------CONCENTRATED LOADS (kips, kip-ft.)---------------> Span Type (P.M) Dead Load Live Load Dist. (ft) <-----------------PARTIAL LOADS (k/ft)-------------------> Dead Live Dis tance (fO Span Start End Start End Start End DIstance is measured from the left support. Uniform and partially distributed loads are positive downward. P = vert. Load. Down is Positive. M = Moment. Counter-clock. is positive. JPF En9lneerln. 1'152561664 1"..,5 ,~) QBlC - CONCRETE BEAM DESiGN (VER 2.0) =============================================================================== FOX CITIES CONSTRUCTION ONEWAY SLAB DESIGN =============================================================================== TIME: 8:21 AM DATE; 05-22-2001 Page 3 of 3 File Name: UNTITLED BEAM END FORCES: ---------------- SlJS. + LL : MAX. Vu STIR. : MAX. Mu+ AREA STL. : MAX. Mu- AREA STL.: DEFL. SPAN ¡ @ d (k) (in.oc) [(ft-k) (in^2) : (rt-k) (in^2) : (inches) =~=======~~;~=====~~~;==;;====~~~~===~~~;~~~=====~~~~====~~~~========;~~~~= *" 4~> ,b.,s cc ð."'2- t N'2. 7r c.?, \ "7 C\ I"- I ~ COLUMN JOINT FORCES: -------------------- JOINT -----FACTORED MOMENTS------ COLUMN ABOVE COLUMN BELOW (fl-kip) (fi-kip) -------REACTIONS------- SERVICE DL SERVICE LL (kips) (kips! ====================================================================== 1 2 PINNED SUPPORT PINNED SUPPORT 0.34 0.34 0.16 0.16 NOTES: Shear force is determined at "d" from face of support. Moments are positive if they cause compression in the top. Defleclions are posiLive DO~~. Sustained load = 100% dead load plus 50% live load. JPF En9lneerln. 71"2:561664 1".06 : "J" PI ... ",,~,: """,."" .,',:'" . ,e:' ,," .., JPF ENGINEERING 311 W, FULTON ST, MAILING, P,O, BOX 383 WAUPACA WI 54981 phone (715)256-1717 fax (715) 256-1664 ~.2_Y.x. \",11 ~"'\<:::.-<;. DATE ::::. '-'-2""":> ~ CLIENT r.-~ '::r ""." L.r:>~T1Z----r, PROJeCT ~ s.<7¡=r;;;N:T¡~ 'I~~~ PROJECT No, ¿:> 1" "¡:j -; 1 BY --J ":"'1",:. PAGE.2..0F .t:e.- ~ (:z.:) -z..." x k:,=," -i I e,l-ç" t tÞ1T- -=( 1?-:/2--."X.. ¥1- \~) =- /.7ø-F, ~'~l ' '" -:2;.?aJ C~. 0' )" - ~' ' \!If: I\I1A'" -, ". tÞ ~[2..-= "24"<:?O I~(rz.:.)-= ~~tN ~ &1<;;; 'F'7 I. 1';'>' ></T"' ,. ;,_,HI,!,W~_~~ : II" - ~ *'-'-" -,--,-,-,-u -", <...?-) -zJ'-",. \=,,° 4", -... C"2.-ì('2.I: to) ~ ~,€b <:0;- '0 ALL:" t::?(Z-~)(ð.O\ }ï-7'"Z-e::. , ~ O,""2-~\1 ~ )/~ ./ 4;78'1' (I/~~o)( G::oGrN-4J ~y ." +"7-f"7\ ~ -reo =\?-\" ~ t=;', (:-:2- ") "2.' '>- I¿;:>" ¥ 6..P b tz" -- ~/^, Fi)2 N.e::::>.--z.... ri--z P n.. -= ( q;,oe7í )C .!? 1/ ë- ) -= \ '"2..= <:::> *' r~"" ",r' t1 W\t>--~"-: \'"Z-~~ ç \'Z-P') 1- L'7 ~.: ~~ '" ~er¡ = ?Q..."" t?1;;.. IK~ (":7)"2:.":..,\=" -==;"C'"=t,z.~¡¡:;::;,~,'\\~S' =~\ ß,-,- -:::. (4 z;;.<? ~"')( \¿; )1, q-z.-s .,. l'!/. t7 '\ -=- J. / .---:?'" '" 4--8:>CI,4<=',c:>ð:;;,') ( 4') /~~f ;:'1 :7 11-,4- rc,,1. =\L \ Ù ~ 6 " ,(.7;.)2,)-\x':\ i3 \1~b..ve,'fZ-, ~/^FItZ.. N.-ð,-z., --I (p 1) ~ J> r I I ! I I I 1 I I ¡ I ,- i ¡ I I ¡ I I I I í I I I E;c -fm r1J Zr W~ m 11t-J rX O~ () ICE 0 0 0 11 r 0 () ;U z G\ 1--'------- I \ I I '----.------ -(p -- I m -rim -f \5) II 1\ II, 1,1 , II ¡, I II II Ii I[ Ii I" 1;1:-11 I iÍtf'\ I !i v'" 11,~.-,.llm ,I~ I,O,,'. I - ¡ \\ II~ " := If I FLOOR PLAN SCALE: 1/4" :: 1'-011 ~\rc THESE PLANS & THIS DESIGN, IN PART ~ AND IN WHOLE, ARE THE EXCLUSIVE 2000 PROPERTY OF FOX CITIES CONSTRUCTION CORP. THEY ARE PROTECTED BY COPY- RlGHT LAW, AND USE OF THESE PLANS ~~D/ OR DESIGNS WITHOUT EXPRESSED WRlTTEN CONSENT IS PROHIBITED - DEMF5E i ú) 0 L FOX CITIES CONSTRUCTION C()RP. 1460 WEST SOUTH PARK AVENUE POST OFFICE BOX 348 OSHKOSH, WI 54903 48 PHONE (920) 235-8008 ¡ I I ! ~---t~-: I \ - - -- II CONCRETE DRAWING NUMBER: RANCH-1 83-1 ~9S \ ,---' - a z I UJ PREPARED 6"'(: bJ2.JC NAULT DATE: MARCH 21, 2001 REVISED: MAY 22ND, 200 ¡ I