CID Pilecaps (2) | Solid Mechanics | Building Engineering

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   Project Lotsafee House UNREGISTERED COPY  Concrete Innovation & Design  Client BigBucks PLC  Made by Date Page  Location Pilecap G14 Double Pilecap Rod! ct!1#1$1 P%L&C'P D&(%G) to B( *11$+1,,# C-eckedRe.ision /ob )o !!P0$$$ M'&R%'L( fcu2$ )35 - agg0$  16 concrete fy47$ )35 8( co.er#  16$ steel Pile capacity4$ k) t co.er# onc density 04 k)39 PILECAP COLUMN ' :4$$2$B :1$$2$C :4$$& :#$Pile ; :0$$4$$ DEADIMPOSEDWIND 01*1$4600#6 <&= 02601$6406#$$$ ('>(?'L%D D&(%G)  R&%)@ RC&M&)B  M M : 176 k) PILE 1PILE 2 d : 2$,6$ A 's : 1A07$ 5Gk  k14#61,062 # 17 B  : 1A4$# 5Gk  k k1,60$#6,   P M : $6$ k)d : 2106$ A 's in : 417 5 7 1$   : 4#1 5 7 1$ $0  L%)<( ? : 0*$64 k)A . : 16124 )35.c : $6,4 )35 # 17 $1 B E. ! .cFb : 4206 )3 Links 11 * $260$$  011 * $460$$4 Legs *  0$$ L%)<(  : 44$64 )3 &L&?'% ) riginated fro CiD Pilecaps.xls  on CD I 0$$1 Concrete %nno.ation 8 Design g c g s   D%M&)(% )(   ®  :   : ept-  H :  C L>M) 'C% )(   k)A k)   c-aracteristic 'ial Ek)F PL    (to scale) M  Ek)F H Ek)F P%L& R&'C% )(  k)   Project Lotsafee House UNREGISTERED COPY  Concrete Innovation & Design  Client BigBucks PLC  Made by Date Page  Location Pilecap @12 Triple Pilecap Rod ! ct!1# 1 P%L&C'P D&(%G) to B( *11$+1,,# C-eckedRe.ision /ob )o riginated fro CiD Pilecaps6ls on CD I 0$$1 Concrete %nno.ation 8 Design !!P0$$$Cap load :126k)Group centre 24# fro pile 1 PILE 1PILE 2PILE 3 Gk  k 2416,24612*#646 DEADIMPOSEDWIND Gk  k k 345.3357.4390.8 6M 6$6$$6$64Gk  167k 4#6,4,4604460My 6$6$$6$Gk  164k 2046#22$6*24#66EGkkkF 4$*6,40264726 1.4Gk + 1.!k Gk + 1.4Wk 1.2(Gk+!k+Wk) 1$6#06$,$67$60206*406,M 172601$46012,61 &! (&&L)!( (&&LM :17260;17M :1$6;10<J :$61* b :#**b :1$*4in 's : $612Kd :4#6$d :4426$< :$6$221< :$6$17 :42460 :40$6,'s : **'s : #0Pro.ide**Pro.ide#0)o : )o : 7's pro. : 1$$'s pro. : 7#,fs : 070fs : 0,Ma clear ( :0*46$Ma clear ( :0**6$Min clear ( :06$Min clear ( :06$Clear ( :7*6*  17 B Clear ( :767 7 10 B  (H&'RCrit section is7$6$fro pile centres P%L&( 0 8 2 ;1$links? :4460b :#**'sK :$60#,6a. :04$6$. :1610$c 0d3a. :167#0$E. ! .cFb :216$ of legs :2(pacing :20 2 Legs 1$  20 L%)<( P%L& 1 ;1$links? :4#6,b :*,#'sK :$61#16a. :0*76#. :161,#4c 0d3a. :16117E. ! .cFb :2*6* of legs :2(pacing :0# 2 Legs 1$  0# L%)<(  P>)CH%)GColun @ace't @ig 2602 critical section? :11460007$d a.e :4$. :16,#,. :164*,a. :00$6$. a :462*0 ok c 0d3a. :16724 ok P%L& R&'C% )( k)  ?&R>R)%)G M M&)( ! k) c-aracteristic   B&)D%)G M M&)( ! k)My . of col My  of col m  :   Project Lotsafee House UNREGISTERED COPY  Concrete Innovation & Design  Client BigBucks PLC  Made by Date Page  Location Pilecap &10 4 Pile Cap Rod ! ct!1# 0, P%L&C'P D&(%G) to B( *11$+1,,# C-eckedRe.ision /ob )o riginated fro CiD Pilecaps6ls on CD I 0$$1 Concrete %nno.ation 8 Design !!P0$$$Cap load :4260k) DEADIMPOSEDWIND M 1$660061 PILE 1PILE 2PILE 3PILE 4 My 0$6,1$660Gk  k 1$6#1706*1#46*1*76,6Gk  k k 151.3165.0179.4193.1 664Gk  167k 0$0600$6002#6,067Gk  164k 1$#611#6*10,6012,66EGkkkF 17*671*6$0$06401*6* 1.4Gk + 1.!k Gk + 1.4Wk 1.2(Gk+!k+Wk) 1,$601$1641,610006110$6,1*,600$6011*641*602#6,10*6#0$16, &! (&&LB  M P)!( (&&LB  M P;10;1$;10;1$M :02#6,$6$M :00061$6$<J :$61*b :0$$$0$$$b :0$$$0$$$in 's : $612Kd :27,6$2#$6$d :2#6$27$6$< :$6$0,1$6$$$$< :$6$0,$$6$$$$ :2$67216 :22,602406$'s : 14,$'s : 14,$Pro.ide14,$Pro.ide14,$)o : 14*)o : 14*'s pro. : 1*270*'s pro. : 1*270*fs : 2$$ * 1$ 1 fs : 0*, * 1$ 0 Ma clear ( :0**6$Ma clear ( :0**6$Min clear ( :06$Min clear ( :06$Clear ( :10*60Clear ( :10*60 14 10 B114 10 B0  B&'M (H&'RCritical section is 7$  fro pile centres & E)( planeF ;*links? :4#6*. :$6744#'sK :$6016a. :,$6$.c :$6120E. ! .cFb :*$$6$)o of legs :*(pacing :0$$ * Legs *  0$$ L%)<( )( E& planeF ? :4,26. :$67,11'sK :$60006a. :,$6$.c :$6$0$E. ! .cFb :*$$6$)o of legs :*(pacing :0$$ * Legs *  0$$ L%)<(  P>)CH%)GColun @ace't @ig 2602 critical section? :,17604#0$d a.e :272. :16*$2. :$62a. :,$6$. a :462*0 ok c 0d3a. :$61$ FAILS   ?&R>R)%)G M M&)( ! k) c-aracteristic P%L& R&'C% )( k)   B&)D%)G M M&)( ! k)My . of col My  of col My N of col My O of col m  :   Project Lotsafee House UNREGISTERED COPY  Concrete Innovation & Design  Client BigBucks PLC  Made by Date Page  Location Pilecap D11 5 Pile Cap Rod ! ct!1#  P%L&C'P D&(%G) to B( *11$+1,,# C-eckedRe.ision /ob )o riginated fro CiD Pilecaps6ls on CD I 0$$1 Concrete %nno.ation 8 Design !!P0$$$Cap load :,06*k) DEADIMPOSEDWIND M 1,6162061My 02621$6762 PILE 1PILE 2PILE 3PILE 4PILE Gk  k 17#621*$671*6*1,,6$1*2606Gk  k k 169.9184.3191.2205.6187.8 664Gk  167k 016*026$0406*0716,02*6,Gk  164k 11461076121601426010*6*6EGkkkF 1*1671,*6,0$#6000460$26$ 1.4Gk + 1.!k Gk + 1.4Wk 1.2(Gk+!k+Wk) 2476,1*640,06*2**64011612206021*61#$670#$6$24611*#620,46$ &! (&&LB  M P)!( (&&LB  M P;17;10;17;10M :2461$6$M :2**64$6$<J :$61*b :02,02,b :02,02,in 's : $612Kd :$16$$#6$d :1#6$1,6$< :$6$1*1$6$$$$< :$6$1,1$6$$$$ :4#76$4*16# :4,1604,261's : 17$'s : 1*$$Pro.ide1,*$$Pro.ide1,*$$)o : 1$1$)o : 1$1$'s pro. : 0$111121's pro. : 0$111121fs : 00 1$ 10 0 fs : 0# 1$ 10 1 Ma clear ( :0*46$Ma clear ( :0*46$Min clear ( :06$Min clear ( :06$Clear ( :0464Clear ( :0464 1$ 17 B01$ 17 B1  B&'M (H&'RCritical section is 7$  fro pile centres & E)( planeF ;1$links? :4,76,. :$62,$7'sK :$61*6a. :*,6.c :$64022E. ! .cFb :1$167)o of legs :1$(pacing :20 1$ Legs 1$  20 L%)<( )( E& planeF ? :$46#. :$62*4'sK :$6126a. :*,6.c :$64202E. ! .cFb :1$167)o of legs :1$(pacing :20 1$ Legs 1$  20 L%)<(  P>)CH%)GColun @ace)o ot-er critical section? :,67*#7d a.e :$,. :1601. :$6$$$a. :*,6. a :462*0 ok c 0d3a. :$640* ok   ?&R>R)%)G M M&)( ! k) c-aracteristic P%L& R&'C% )( k)   B&)D%)G M M&)( ! k)My . of col My  of col My N of col My O of col m  :
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