Laserfiche WebLink
SITE STRUCTURES Project Everett Office Building sheet A4 <br /> 10511 19th Ave SE, Suite C date 2/7/08 <br /> Everett, WA, (425)-357-9600 prj. no. S-07-188 <br /> CONCRETE TECHNOLOGY CO POR ON <br /> . . 121/2" HOLLOW CORE SLAB <br /> DIMENSIONS x 1o+rs° ,. <br /> B 1i112" iiii t11 8'; <br /> 6 2,1i, <br /> . 'Sti _ �.i, ,�"K ry t.'l iii `�'ril'f. ft ti, 4 r ->'1,xr�'�i•P' -...:=z�= <br /> P- f'* ,. a„ . ;- <br /> : .-.x fia 3 ii fr 'y• <br /> t'�t s r';c a � `�rl <br /> . .. .. ... t -x:3.. .. ,gaa..2! -: P s- �;S. i %)55 . .r ?a. I. <br /> '. <br /> . <br /> 7 ` ii'' ilve :14 1if2 .• 'I 11 I 4s ,. < ' C < fla, <br /> 3'i171e"..f4'-0'NomfnalWidth) <br /> SPAN-LOAD TABLE, . <br /> S A.. <br /> : ALLOWABL E SUPERIMPOSED LOAD In pounds per square foot : <br /> • . Effeetive No.of SIMPLE SPAN m feet <br /> Prestress 1,4"0i <br /> S'TR1NDS <br /> ..0 psl • ae •• •, 30 0 4•4 as, sz•. 5s so <br /> 70.7 ' 3 78 44. 20 <br /> • 77.7 ,4 •80 49 0 <br /> 101,3 5 174 117 78 50 ;27' - <br /> 124.8 , 6 . 221 ' 143 106 70 43 23* <br /> 140,4 7 267: 186 129. 0 59 98 <br /> 175.0 .. 3U.. 2� 7...3 108 74 49 29 <br /> 195,0 Ej n 243 174 125 39 61, 40 23' <br /> :21 1 378' 274 <br /> 9,1, t) 135 142 • 103 73 50 31 <br /> • : 242.7 ' 11 413, 287 21.7 160 117 85 60 40 24' : • <br /> SECTION PROPERTIES with shear keys grouteed. <br /> - A. 313 inn A ::1019 to. • Zb 947,in3 w=84 psi <br /> I =013t3. 164 Yt :6 02 if - Yb=6,48 In <br /> NOTES: • : : <br /> 1. The vas gi <br /> ven in this table based are on hollow core stabs w0ovt shear reinforcement.Superscripts(1,2,etc.) <br /> following values 10 the table indicate the number of filled voids required at the ends iifslabs to develop the allowable <br /> • sup00.01pose0 load Sae page 2,`SHEA11'-fcr rllscu mp i_ <br /> 2. Asterisk()followi'ng values In the tattle indicate that the tataf deflection_under all loads Is greater than L1366 but less. <br /> than 11180 • <br /> 3. Interpolation between values Is acceptable Do not e4rap91ate values into:.he blank spaces of the table. <br /> 4.'These Span.Load Tables are intended as an and to preliminary sizing Sound engineering judgement is required for <br /> the application.Of the information to specific,clesign cases. <br /> 12 MANUFACTURERS OF PRESTRESSED CONCRETE • TACOMA,WASHINGTON ilia <br />