Spreader Beam For Vessel323

 

Total Weight (Wt) = Safety Factor    (SF) = Test Loa ! "al c/late Weight  Weight  (Wtc) = Le$gth to "o% (Lc.g) = Total Le$gth (Lt) = (eight to "e$ter (Hc) =  )$gle 1 (A1) =  )$gle 2 (A2) = Selected Beam :  )rea -lastic o/l/s   -lastic o/l/s   o/l/s of gyrat io$ o/l/s of gyrat io$ aterial   a+. ie -  W1 W2

 

Fh1 Fh2 Fh

  

 

 

A = (Sx) = (Sy) = (% xx) = (% yy) =

337944.01584 2 #75888.031#8 127.9 289.4 13.87 #1 59

lbs

153290.4 k kg gs

lbs i$ i$ i$ egree egree

30#580.8 324.9 735.1 35.2

*" 305 + 305 + 283   54.3# i$,2   275.43 i$,3   83.#0 i$,3   #.20 i$   3.00 i$

350.7 4513.4 1370.0 15.7 7.#

kgs c& c& c&

c&,2 c c& &,3 c c& &,3 c& c&

A 36 (Ym) =

3#259.4 si 29000000 si 1

((Lt-Lc.g)/Lt)*Wtc = (Lc.g/Lt)*Wtc =

377180.08#79 lbs 298707.94489 lbs

171087.8 kgs 135493.0 kgs

209074 llb bs 179482 llb bs 209074 llb bs

94835.5 k kg gs 81412.4 k kg gs 94835.5 k kg gs

W1/ta(A1) = W2/ta(A2) = B!gge"t (F#1$F#2) =

2549.3 k kg g!c&,2 2038922.7 kg!c&,2

'' '' ''

'' '' '' '' 3

7 '' 4 5 1

 

&'+SS,' S+SS "o&ressio$ Stress?

a = F#/A =

"c

 

9=

L+!r ++ Ly!r yy L+!r ++6!"c Ly!r yy6!"c %oer$ "a  fro& table 4  )ll. "o&ressio$

           

9= 9= 9= 9= 9= 9= (Fa) =

"heck "o&res sio$

a 7 Fa =

384# s si

270.4 k kg g!c&,2

12#.1 For ) 3#  107 for ) 506 ls. See tabel 5 of ). ) age 5.7#6 47 9# 0.37 0.77 0.77 0.444 1#099 s  si 1131.9 kg k g!c&,2 '

B+0, S+SS 1  2  o&e$t +6  o&e$t y6 

 

Stress /e to &o&e$t fb+  fby   )ll. e$i$g Stre ss &#ec5 Bed!g$ "& F:e F:e+ F:ey

   

F#1*Hc = F#2*Hc = !gge"t (1$2) = 4 * x =

28998#1 2489413 28998#1 144993

x/Sx = y/Sy = (F) = .6*Ym =  7 F =

lb!i$ lb!i$ lb!i$ lb!i$

10529 s si 1734 s si 2175# si

5178#1.# 4445#3.1 5178#1.# 25893.1

kg.c& kg.c& kg.c& kg.c&

740.2 kg kg!c&,2 121.9 k kg g!c&,2 1529.# kg!c&,2

' 1

(12*;! 1

 

%e$erals @ataA Total e&ty Beight? W Safety factor? SF

 

153290 kgs 1.50



337947 lbs

WSF  W SF

 

229935 kgs 229935 kgs

 

50#920 lbs 50#920 lbs

D/&ber of l/g? DL 

 

2 73.2 eg



1.28 ra



1149#8 kgs



253457 lbs

a+ horio$tal force i$;la$e6? F   Fy ! ta$  a6



3477# kgs



7###8 lbs

a+ lateral force o/t;of;la$e6? F +  0.1 Fy



3478 kgs



7##7 lbs

a+ te$sio$ force i$ sli$g? F sl  F2 < Fy2 < F+260.5



1201#2 kgs



2#4910 lbs

Shackles @ataA Shackle "rosby %;2130 1;1!4C 12T WLL6 Shackle Borki$g loa li&it? WLL s  Safety factor of shackle? SF s 

150.0 To$



330#90 lbs

225 To$



49#035 lbs

98 && 140 && 653 &&



3.8# i$



5.51 i$



25.#9 i$

60 &&



2.3# i$



255734 lbs



383#00 lbs

W

  1.5 W

SWL

i$. a$gle? E a+ ertical force? Fy  WSF ! DL

1.5

Shackle &a+. roof loa? L s



i$ ia&eter? @ GaBs Bith? WG



GaBs height? (G



Sli$g @ataA @ia&eter of sli$g? @s



Sli$g Worki$g Loa Li&it? WLL sl



11# To$

Safety factor of sli$g? SF sl



1.5

Sli$g /lti&ate loa? * sl



174 To$

I

H



     

 

 

L/g @i&e$sio$sA Total (eight of lift l/g? (T



(eight of hole ce$treli$e? ( (



With of l/g? WL 



Jai/s of l/g? J @ia&eter of hole? @H



Thick$ess of l/g? t L



Jai/s of cheek? r Thick$ess of cheek? tC

 

     

"heck shackle stre$gth? F sl ! Ls



Sae

at!



3.>14

"heck sli$g stre$gth? Fsl ! *sl



Sae

at!



6?.64

"heck sace of hole a$ i$? @  ! @(



&lea%

at!



?@.4

@ ; @(



"heck sace of KaBs a$ l/g thick$ess? t L>4

"heck /ll;o/t shear stress? S s ! Ssa



Sae

at!



?3.24

2 t  

2 ty  

2 1!2 s+

 

a

a



7729 si

a



20440 si

a



773 si

a



218## si

a



17440 si

a



135#4 si

 

&m;at!!l!ty e;%t % &;y  ";%eade% eam % Ce""el323.xl" &m;at!!l!ty D  11/12/21@ 1>:33 The folloBi$g feat/res i$ this Borkbook are $ot s/orte by earlier ersio$s of -+cel. These feat/res &ay be lost or egrae Bhe$ oe$i$g this Borkbook i$ a$ earlier ersio$ of -+cel or if yo/ sae this Borkbook i$ a$ e earlier arlier file for&at.

 

S!g!!cat l""  Dct!al!ty

E  ccD%%ece"

This obKect Bill $o lo$ger be eitable.

1 Sr.Fra&e:O1AP97

e%"!

-+cel 97;2003