|
,ot
<br /> °moo r PASS PASS Zephyrhills(BU#816298)
<br /> ,1 PROi5t5ORNA 9 Results Summary: LCl LC2 TEP#: 26146.157540
<br /> Soil Interaction: 66.3% 76.7% Analysis: JRM 6/4/2018
<br /> Drilled Caisson Tool-Input Foundation Structural: 44.5% 55.0% Check: AJO 6/4/2018
<br /> Code Revisions:` TIA-222-G ACI 318-11 Tower Type: Self Support
<br /> LCS LC2 Shaft Information
<br /> Moment: kip-ft Diameter: 5.00 ft
<br /> Axial(download): 571.40 ;kip Projection: 1.25 Ift
<br /> Shear: 104.15 88.19 1 kip Caisson Length: 24.00 ft
<br /> Axial(uplift):--_ ,_ 456.65 j kip f'c:, 3.000 )ksi
<br /> Max EC: 0.003 in/in Axial Safety Factors
<br /> q,all:,�T 18,0.00.0____-psf(Gross)-; Bearing:, 1.0
<br /> S.F.: ___ 1_.0
<br /> Cage 1 Reinforcement
<br /> Tie Bar Size: 5 I(fy=40.0 ksi)
<br /> Clear Cover to Tie:' 3.00 ;in(Cage 0=51.34in)
<br /> Tie Bar Spacing:' 18.00 I in
<br /> Vertical Bar Size: it
<br /> Vertical Bar Quantity:' 30 +(p=1.6555v.)
<br /> fy: 40.0 I ksi
<br /> E: 29,000 J ksi
<br /> Design Parameters
<br /> Soil Soil Type Depth(ft) Eff.Unit Weight Cohesion Friction Angle tp All.Skin Friction(psf)
<br /> Layer from to (pcf) (psf) (°) Download Uplift
<br /> 1 Clay 0.00 3.00 100.0 0 ilt]}i�.ii;_}�t�':,F}��ii}_''i''?}y!Y, 0 0
<br /> 2 Sand 3.00 5.00 100.0 ;'1'.'}°=z') 28.0 0 0
<br /> 3 Sand 5.00 5.50 37.6 i,1=;Yy;,�'tiii,y? 28.0 0 0
<br /> 4 Clay 5.50 6.33 52.6 2000.., It?,;�: `i',iSY?�°kiis is iSii 0 0
<br /> 5 Clay 6.33 8.50 52.6 2000 �Sii�4'yi%'kyii'l+':i':' ii' 1100 1100
<br /> 6 Clay 8.50 14.00 47.6 1500 ]1.Y"t#y�t]'"`i'1'°]t]% 850 850
<br /> ,]i4i]li i=lli�ii4?i4}F:il
<br /> 7 Clay 14.00 21.50 52.6 2000 :iilssi:sz]lS4'�is4,ts}s'}S.i;' 1100 1100
<br /> 8 Clay 21.50 22.80 47.6 1750 1�1,!tiiii'it`t't]:i;'ss'i''t
<br /> tl ,tl.•11a1`t4.,.;...1 950 950
<br /> 9 Clay 22.80 23.50 47.6 1750 yAi ;}1's;;3S,`}s'Y!iY;ii�4+it 950 950
<br /> 10 Clay 23.50 25.00 47.6 1750 950 950
<br /> 11 Sand 25.00 1 28.50 47.6 30.0 600 600
<br /> 12 Clay28.50 38.00 42.6 750 hk't`'si11'`•"Y'Yli}:iil;, 400 400
<br /> lil 4,.. 91Y: ;ii;i4.
<br /> tt ilz4 4't;"'til};1i�",�419.'!"''1'?kl:i;,i7•'iil;}:;:,;i4:ii:i..i^1 ki '�il';}ilY':4•iil t;}};�:i::ii,;iii,ilii i 1i11is 1 „i+i:,.:s;q;:•?„}_
<br /> :}]5=1`9ski•5i 4i:;}ti i`ii�;S i•}E�}444y1 c]]9;;?;?}�ikY{ .,k 1! ;Y � 9,;e z!i ,� 1: , 4? ],, `i's"s 4i 4 isz..,} , 1!' s. 4 t l'f {;,'•sill};;}}t}
<br /> t:..•t:.Y. i; <.,1 l€ .)iY,�.s.ryi a.i ; :'4.;`}!;:. ;:it9s;,i9,tli+4:s,k 4;1' ,i t:trkYtt .{ „t.,19E4i1
<br /> - }1i42} itik st" ;'Yt14i9 ii;;i i::'S:sii i;z„bbs - ':.iY': 11:::z :,,,;:42Y;i9:s'i;tz'it:,z is';:t,l;:;:Yt.• s}:§:si:-t;:::;:i - !'t{
<br /> iiii?:14i Sl iiii.z .1},,,]]'.i,.,.il 1:{1i;95.;,z. :,tl.l}.z•. s5}]i'; i]ll'}il,;i E}+;:z}Si1 - 9;•}}:.,1;z. i,*..:,.i.i i`!sil•.lii,
<br /> •s-is}} k?,E:.]}:,:tl 1 , _z,:t.Y1Y;i�tl.: is•v;;4]•.,•.. : _ s,l zY j i;i4Yz, .i, lt i
<br /> .sg:.
<br /> -.t,- ...., YitiiiYi?ilYk. i•,....,is.................. :,.,,,...1.:..,..., ..:.,!::'•.?;iiiu
<br /> •;:{•,:•4's', _ - _,s1,'z}i1s f55 ,s1,}'s;s•ft}:tt.< :si};, -
<br /> ..4. t51;:;};iil':i;li ii sit} .:i. ::.4. .s1 yi 3":tl.,ii•i' y q7::ty;`:kt:i 'iF ,i9. •V},:;:1;S1`ili•:i}l:i,.°�
<br /> 'ii 4,.Yi i}Y1}ti'v]•]j'!}�3i;jY}, i•:z;,;Y}S]i.•i;i iit 4 3 ]t}?:ii•._,:'ti}ii'ss;]i'�IS];}sY t ]iY, i�ilYi.FnSi.]S3 y% .1i St41,j4i4f,t;s t}]:}.}41 Si':}} 4�S s:.: ..1:.,'y}z.?.
<br /> t. �•, ii,t;,]t.;. .]§4 4.1 i:i_ s...,:....•. �.1 1 t,. .,,?.. ..t t.•. ,911 ..13<.,,,.. .{.,.i t}: .:;...,c,,,..,.,.Y]ii�"°
<br /> ais:i:,'sS3'tl77:91ij3zt'i11;:lti';'t •• 1 ,}ky}:5 -=:;t'Y i%ils it;,s i?4:i•i iF 11,`iil'i'} 1Szt't:,;:z S':1i9;:4:si
<br /> ,::3;iz-t;ii•f S.S;z.;.i;k,ty; zz.4;s ;]],:;}it.. i ii:s i;,.;.t:,;i;;s .;.?.];.zi:e.4. i?' ii z fi,,,':t: +: 4,lisi?'}ii'Y's'.71':'siis•"iz;1'si;si;•li g
<br /> .,i,. ii4„,:,.�11}k,::,,,.+:,+k;:;:,:}:<:t:,.:„!:}„1:i! 1?1}I:i,t4:l:•: l: ,:t%:lz.;:!,z..:zz:,ti;•.,,};.,:l,d}];
<br /> ilii}l;iis. - t:t}ii _ .}ll• -'t I;�4.V.s ..{t }?.1};:}}:'-:•s' {!;:s ii4'3ili'}lie:'. 'titYi'ii
<br /> t, ta`:ji,;', :j;. t Yi i ii] .;,.? 4t.1, , ;;,:..4. i ,4;'sY ''i},3•:•.1.it 1 lj s
<br /> ,:;s::,'i.?},::•; ''Lii tl!,.:!x,4,i:t.4]k]:siS,S4i4��t1•,it?al�14�4YSi?ti:ii k�S]Yst?sf�!4},:4,iiiiti?i:,:i?itLl(YS�'lil::i]:44:i:�:t1.:?;9k i�Sx}Y4:Y?1417}zs•sii.?;i lii5l'si:4i,il'11�:
<br /> } ::'t}}i:i};li::;.:}riiii;9il i77t°ill iti:i;l 1;ii{i},:,55y ?j ilk?'?i}4it iii?t-;';t9':ili•?ii it i4:f'i i"ti'i:it•i 94s•1 i?fii'4 iii'<i:s41i _ :stilt is i
<br /> •liis:i?S'z .4 v z ze:L;+ti};iiz•i']j 7 i1:i'lii s:?S}t �.}.�.4]�:]•l.i:ii.} ;i;•z ;.•]1 t;Y?•i�1]it?;�s]l;si i'i i, •::}i]z:i i;i'i:isi s i fz li�'•?si]ii;:zi•;}]}'t,�+;.z {{tt }
<br /> z.z;...t.s- .z-s.is s..:,...,4...�;z?.Si:sti,.z......s,Y i.z:.Yi.i:•::i:,ze•:i...,�. <;..,.,i.,..,.;..,i.,fi.+??.z:;,•...:<i..z•Y,..,-..: .44t.};.F.§ .,,-..<..t.4•t499]
<br /> {.::}::iis.,.i .t:::,•,i}:Y:. - i;:tS,{a}iY's:i ;11} - s.y:s.,..z..
<br /> .s itti`• �•l,i 9z..:;.. '{+k:iiY:'its i'1'11!+ill+ }t•
<br /> - is},.: }t ..t.-:,•!,t4ii;•lj-sti}4ts4 9;.•.z - Yf:l•:.z,z i]:,_ Y:':'}]i'i'Yi,i?ily }, v,.s}},..,3„i:iy`,4Y ii i]i
<br /> Fi�F;4:'�i}i`,}: :•;,•:it?,�i:.<Y.f,?•�i4,t,:a.,,•til,:i.: ;'lsiii. ::it,?Yii4i,t}:iat,4t'4 :Sr,.::=.,el„ii4.,:;.,41r1},.
<br /> ?;.t?'r ,el}'s i.7;:,}t}?,t':svt?};i i;i s;lt:'.i;z •-iF i't -i":°:il F siYS:}i Yt'Y'•19';?sty;s.:;:?i"1: ;ti:-sy'Y,y++ -
<br /> iiF is,.. Y ''1%i] si< i tsS]s{ +hi}�:?ry�'isiiit]?] 4]ttilii]'}%t:i'tk]k1k19}i11�� y�
<br /> ,
<br /> it {{ ,.: yz , s
<br /> ?ill?}Y] �S„
<br /> Notes: 1)Neglect lateral soil strength to a depth of:
<br /> i) V 2 o eF 0_c nnft 12_:1 nnft- '
<br /> iii)Geotech Recommendation=3.00ft
<br /> 2)Neglect axial soil strength to a depth of:5.00ft
<br /> 3)Groundwater=S.00ft
<br />
|