Client:
Project Management Team:
P.O. Box 79 7th Floor Atlantic Place, 215 Water Street St. John's, Newo!n"lan", #ana"a
STATUS
Padeye Design Rev 1.0
Spreadsheet 'a 'ame:
Pade(e )e )esi$n
)iscipline:
Structural
File path:
*+,-
File name:
*+,-
Status:
n&%rmati%n
)escripti%n:
)esi$n %& a Pade(e ith Cheek Plates
)esi$n c%des7 i& applica5le
1. C,'/CS,3S16.134# C,'/CS,3S16.134# -imit States States )esi$n %& Steel Structures Structures
&%r meth%d%l%$(
1. ?,ppr%;ed Structural Spreadsheets?
2. 2.
,ssumpti%ns and -imitati%ns
1. Fact%red m%ment 5ased %n the assumpti%n %& & actin$ at the t%p %& the h%le 2. se a c%mplete penetrati%n eld at the 5ase %& the pade(e =5ase metal ill there&%re $%;ern capacit(> 8. & m%ment capacit( is a pr%5lem7 c%nsider trans;erse plates t% supp%rt %ut %& p lane 5endin$ #. !.
n&%rmati%n n%tes:
RE!S!"# $!ST"R% Major Minor
Date
&y
00 01 02 08 0# 0!
20023030" 200230316 200230"321 200230"322 2002310301 200231031
BT BT BT BT BT BT
1 06
2002310328
BT
1 0
2002311306
BT
1 1 1 1 1 1
C'(
File:C:\Bill Tucker\Spreadsheets\Template.xls
A))r
Descri)tion
,dded list %& shackles7 sketches %& shackle and pade(e ,dded #0031000t shackles 9%di&ied calculati%n %& Br ,dded m%re shackles t% list list rr%rs in s%me dimensi%ns &%r Cr%s5( @321#0 shackles c%rrected. C%rrected err%r in Freepla( =as @p A =Tp A 2 Tc> Tc> instead %& @p 3 =Tp A 2 Tc>> 9%di&ied interacti%n euati%n &%r l%ad n%n3;ertical
Printed 06/22/201 at 21:!":0#
Pa$e 1 %& 10
DATA S$EET PA*E $EADER !#+"RMAT!"# eadin$ n$ineer Calc)ate ,ppdB( %5'ame 9%dule Su5Dect1 Su5Dect2 Pa$e'% T%talPa$es Steel Ty)e
+
Str,ct,ral S)reads'eet PADE%E DES!*#- Rev1.0- Stat,s: !n/ B.Tucker 6/22/201 21:!" ',<- -%adin$ ,rm -i&tin$
T'ic(ness mm 26 8" !2 100 26 8"
%ield MPa 8#! 8#! 8#! 880 8#! 8#!
C'ar)y 2o,les #2 380 %C #2 3!0 %C
!2 100 26 8"
8#! 880 8#! 8#!
#2 3#0 %C #2 3#0 %C
!2 100 26 8" !2 100
8#! 880 260 E 800 260 E 800 260 E 800 260 E 800
Ty)ical Dimensions /or Standard Cros3y S'ac(les S45 6Tons U.#."7 *ri)6A7 in 0.! 0.# 0.! 0.!8 1 0.66 1.! 0.! 2 0."1 8.2! 1.06 #.! 1.2! 6.! 1.## ".! 1.64 4.! 1."1 12 2.08 18.! 2.2! 1 2.8" 2! 2."" 80 2.8"
#2 3!0 %C #2 3!0 %C #2 380 %C #2 320 %C
#2 320 %C #2 320 %C #2 320 %C #2 320 %C n%ne n%ne n%ne n%ne
Dia. 6&7 in
$eig't 6C7 in
0.81 0.8" 0.## 0.!0 0.68 0.! 0."" 1.00 1.18 1.2! 1.8" 1.!0 1.68 2.00 1.68
1.18 1.22 1.## 1.64 1."" 2.8" 2."1 8.81 8.! #.2! #.64 !.2! !.! .00 !.!
8! #0 !0 !! ! t%nnes "0 110 12! t%nnes 1#0 1! 200 t%nnes 200 2!0 800 t%nnes 800 #00 t%nnes #00 !00 t%nnes !00 600 t%nnes 600 00 t%nnes "00 t%nnes 400 t%nnes 1000 t%nnes
8.2! 2."" 8.2! #.18 #.18 #.12 !.00 !.12 !.2! !.!0 !.40 .2! ".!0 .2" ".8" ".66 ".2! 4."# ".81 10."8 4.2! 11."1 12."0 18." 1#.46
2.2! 2.00 2.2! 2.! 2.6 2.! 8.2! 8.1! 8.! #.2! #.18 #.! !.00 !.2! 6.00 6.80 .00 .04 .!0 ." ".2! ".#6 4.06 4."# 10.68
.! .00 .! 10.!0 11.#1 10.!0 18.00 1#.8 1#.68 1#.!0 1".40 1!.62 20.00 28.62 14.!0 22.6# 22.!0 2#."0 2!.2! 2.!6 81."" 2".4# 24.!8 24."0 24.42
ormation
Re/. Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( @3204/@218 Cr%s5( t(pe @321#0
Cr%s5( @3204/@218 Cr%s5( t(pe @321#0 Cr%s5( t(pe @321#0 Cr%s5( @3204/@218 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @321#0 Cr%s5( t(pe @32160 Cr%s5( t(pe @32160 Cr%s5( t(pe @32160 Cr%s5( t(pe @32160
#otes 1
2
The capacit( is at the 5ase %& the pade(e is 5ased %n a plastic secti%n at ultimate l%ad c%nditi%ns & the plate is thin7 the en$ineer ma( pre&er t% use the elastic secti%n m%dulus &%r 9r and the peak shear stress =1.! &;> instead %& the a;era$e shear stress &%r +&. The 5earin$ %& the pin %n the h%le is calculated usin$ S16.17 18.10 =5> hich is 5ased %n the ertG euati%n &%r 5earin$ %& a c(lindrical sur&ace. F%r c%mparis%n7 the %ld meth%d %& c%nsiderin$ the 5earin$ stress %n the pr%Dected 5earin$ area %& the pin is als% sh%n 5ut is c%nsidered less accurate.
Str,ct,ral S)reads'eet PADE%E DES!*#- Rev1.08- Stat,s: !n/ormation Engineer:
B.Tucker
Job Name:
Date:
04/04/2018 10:!6
Module #:
App'd By:
Subject:
',<- -%adin$ ,rm -i&tin$
Material Pro)erties: Hield stren$th %& plate =see ?)ata Sheet? &%r plate material $uidelines> 9aterial per&%rmance &act%r
F( phi
5oads 6,sing /actors /or 5i/t Points7: )(namic ,mpli&icati%n Fact%r Centre %& @ra;it( Shi&t Fact%r C%nseuence Fact%r Ske -%ad &&ect )ead -%ad Fact%r Fact%red l%ad applied t% pade(e &r%m li&t anal(sis %riG%ntal =%ut3%&3plane> -%ad %n Pade(e =as M %& applied l%ad> 9aximum an$le &r%m ;ertical T%tal -i&t Fact%r J ),F x CK@ x CF x SL- x )-F -i&t Fact%r ,pplied t% -i&t ,nal(sis -%ads J CF T%tal Fact%red -%ad J P -F J 1.8! 160 Fact%red %riG%ntal -%ad
J J J J J J J J J J J
J 10M 216 k' %ut3%&3plane
N%rkin$ -%ad =minimum SN-> J P& / T-F S'ac(le *eometry: Shackle @rip Shackle Pin )iameter ( J C 3
Shackle Clearance Sa&e N%rkin$ -%ad
x Padeye *eometry: )iameter %& %le
Cheek Pl.
)iameter Cheek Plates
p
ei$ht t% Center %& %le h
)h
-en$th %& 9ain Plate -p
Thickness %& 9ain Plate Thickness Cheek Plates *eometry #otes: d$e distance J
n Staad I Hes Hes '% Hes Hes k'
J J J J J J J J J J J
1.1! 1.08 1.8! 1.#0 1.2! 160 10M 40 de$rees 2."0 1.8! 216 k'
J &
J
22 k'
J N-
J
k'
Shackle , =@p>
J
!0 T%ns "8 mm
B =)p>
J
! mm
C SN-
J 14 mm J ##! L' 9 4588 ";
( x
J J
10 mm 38# mm
)h
J
10 mm
)c
J
20 mm
J
40 mm
h
J
!0 mm
p
J
100 mm
-p
J
100 mm
Tp
J
!0 mm
Tc
J
!0 mm
x J =, 3 =Tp A 2Tc>>/2
ei$ht at end %& 9ain Pl.
),F CK@ CF SL)-F P ,lpha T-F -F P&
8#! 9Pa 0.4
Free pla( 5eteen h%le and pin7 )h 3 )p =
"!.0 mm 3#.2 mm
O )h J 10 KL N,<''@: Pin 5i$$er than h%le
File:\\amkcs00#\%rk$r%up\n$ineerin$\Structural\)e;el%pment Spreadsheets\)esi$n\Pade(e +ersi%n 1.02.xls
Str,ct,ral S)reads'eet PADE%E DES!*#- Rev1.08- Stat,s: !n/ormation Engineer:
B.Tucker
Job Name:
Date:
04/04/2018 10:!6
Module #:
App'd By:
Subject:
Free pla( 5eteen cheek PlRs and Pade(e J @p 3 =Tp A 2 Tc>
',<- -%adin$ ,rm -i&tin$ J
File:\\amkcs00#\%rk$r%up\n$ineerin$\Structural\)e;el%pment Spreadsheets\)esi$n\Pade(e +ersi%n 1.02.xls
36.! mm
Str,ct,ral S)reads'eet PADE%E DES!*#- Rev1.08- Stat,s: !n/ormation Engineer:
B.Tucker
Job Name:
Date:
04/04/2018 10:!6
Module #:
App'd By:
Subject:
',<- -%adin$ ,rm -i&tin$
a7 Ca)acity at &ase o/ t'e Padeye Case 1: 5oad acts ertically Fact%red 9%ment at Base J & =hA)h/2>/1000 2 p
9&
J
1.2 k'.m
9%ment
J phi =-p T /#> F( 1e36
9r
J
14.# k'.m
Tensi%n
J phi -p Tp F( 1e38
Pr
J
1!!8 k'
nteracti%n
J 9& /9r A P& /Pr
J
0.<0 = 1.0 ";
J 0.06 A 0.1#
Case <: 5oad acts >0 degrees /rom ertical Shear at Base J P& sin=alpha>
J +&(
J
216 k'
Shear
J +r(
J
102! k' /y <1? "; 0 k'
J phi -p Tp 0.66 F( 1e38
Tensi%n at Base
J P&c%s=alpha>
J P&2
9 J
9%ment in Plane %& Plate
J +&( =hA)h/2>/1000
J 9&(
J
12 k'm
9%ment
J phi =Tp-p2/#> F( 0.000001
J 9r(
J
84 k'm
nteracti%n
J P&2/Pr A 9& /9r %ut3%&3planeU A 9&(/9r( in3planeU J 0.00 A 0.06 A 0.81
J
37 S'ear P,llo,t Ca)acity o/ Ring Tear %ut hei$ht J Tc> ,rea su5Dect t% shear
J h;
J
"! mm
J ,
J
47!00 mm2 22" 9Pa
Shear stren$th
J 0.66F(
J Fs
J
Shear
J phi,Fs 1e38
J +r
J 9
c7 P,llo,t Ca)acity in Main Plate -en$th in tensi%n =1/# cheek> -en$th in shear ,rea &%r pull %ut )irect Tensi%n
J P=> ) c 1/#
0.@8 = 1.0 ";
174# k' P/ <1?
J -t
J
16 mm
J P=> ) c 1/# A 2SV >
J -s
J
14! mm
J Tp =-t A 0.66-s>
J ,t
J
720 mm
J phi,tF( 1e38
J T&r
J
2728" k'
2 m
2
9 P/ <1? d7 &earing Bearin$ Capacit( =%ld meth%d>
";
J phiF()p=TpA2Tc>/1000
Bearin$ Capacit( acc%rdin$ t% S16.17 18.10 =5> J 0.00026 phi=<1/=13<1/<2>>-F(2
";
J Br
J
27662 k'
J Br
J
32! k'
= P/ <1?
File:\\amkcs00#\%rk$r%up\n$ineerin$\Structural\)e;el%pment Spreadsheets\)esi$n\Pade(e +ersi%n 1.02.xls
#*
