|
I.—P- -
<br /> ...-'
<br /> ( l'
<br /> 1 ] -
<br /> SII1PSONI STRC)11G-TIEE,-Author 1)c,iiitler'
<br /> .. -
<br /> Fe..a IN Start-Project settings Anchor layout 7,1":VItw
<br /> '
<br /> SIMPSON
<br /> r71 Ae' Aw '''' 1 s' °
<br /> .si Lay..[77-friri ,.... 111 .. . ,. _ 0, 0
<br /> ,. iftw itP IIII 0 .14. l': • - -. ' ... 0 °. q 4t14,A:Fiini . 411 *e0, I,
<br /> ' illr.e.a5 '13Cri.sse 'il; 1 1*1 0
<br /> :. '' (ant t Stronefie
<br /> .„,;1; • ilitil,i).71V100
<br /> ...• - . Vie* ,.446`iiniq r' ui"•
<br /> ,,'' Vi 31:140v.-.Olitieils i FOrlt ilie
<br /> ...1
<br /> t•• •01 Inputs I I'Calculation itirttruar., 1 4ik:..
<br /> I ,
<br /> 111 -1
<br /> .
<br /> ,ti r .,.•
<br /> 414. ,.. ,In Put Data
<br /> ,
<br /> Deslon rend:AC1 313-14
<br /> Andlor:PAB51-1(518'0)
<br /> Effective Embedment d.?..pth;12,000 ricl,
<br /> I -..
<br /> iConcrete:Norrnat-weiRtIt i
<br /> State;Cracked 1 „,
<br /> - .Compressive strength;3500 P'-'4
<br /> S6srnic desibrik Yes [
<br /> '- -
<br /> .
<br /> - ,
<br /> 4 . ,
<br /> - ''' I'''.4'7'2... ...; I •
<br /> Rmiltir'151 Anchor'Forces ! '' -,,,I•k%ft,;4,W.-*Ifii:-...Vaki.-,4,,,,;..„.
<br /> `tension[lb] Shear RA •-
<br /> •'', -4-44,1P4,7-0-,-;4":,'-'4.--tt*.arrA,--
<br /> i 1 16500 0 .,-" ..r.z ' s4'"°,,:.,°,c,.&,-,'-',."-?-1.Ecrt‹,
<br /> . . . •
<br /> i I 1 ..',. ,..,,.4.
<br /> .-
<br /> Ratio N
<br /> 1 Governing tensto- n ratio:8L1S4(Pass) ,
<br /> 1 , -'11.! , , .14,4....a.-,. lta.;------;:-4-*t,'
<br /> [It] 0.41 ! ..(lb
<br /> - .` ?..
<br /> _ ...
<br /> 1-Steel strength 01,1.1. 16500. . .
<br /> 20340 1 _ ,
<br /> y / --,,
<br /> ,
<br /> - .. .L.Concrete breakout ;38:0% 1650 34370 ,
<br /> . . „
<br /> ,„..
<br /> `
<br /> Putout 53.5% 1650.0. 30841 :,.
<br /> , .. .. ,, .
<br /> theselectedPAB511(18"ii3)with lief--r,12.000 inch meets .
<br /> 'I- :4 ,'
<br /> ,-- . - .. 'I,..,design criteria.
<br /> . . ,
<br /> ' •
<br /> '. •
<br /> '
<br /> ! ..,:
<br /> __.
<br /> ,r ..' -,-1;- ,gii.::.:-.-j4°Z
<br /> ,, .
<br /> _
<br /> 431 , .' --- — -- ' . (i)F'--- jj I I I. niliva-3.75 i-j; Smin'k-3.75 I L N•.:81.%:1 J.1/•'.OW 1,..j.,N+V,..•0% 1,Pas* al
<br /> 43 ZAC ''4. 1 L-1. '
<br /> 11 Chart Ii 110
<br />
|