10. OBoat Hire - RPEQ Design Report

 

CRICHTON Off ssn

ee Pu PHOfOCt — seseseessecsesestsessnsessssestseseeoseerssonsaasenses
ull Project NO: ........cccceeecssseeeeetseteesenseeeeetseeeseeneeen
THE: suman ncsmnmnea TTT:

(AS Z46Q-vol C/, 1&3)

 

 

 

 

 

 

Stracture :

 

Curve af Load on @

 

2
whens. OQ = weiler deasihe

P= a p. G.v ‘4
Zuwrerdt veloaiy a

vie

 

 

cl. Le i4t)

 

Debers beseval = lo kn fon CAS 3962 - 200!

 

 

= Crees Lovnavsk Flea he HAT.

 

dina Stale : bdocst Case

 

Ulfimerte
CWerke bevel af HAT = |

 

¢ lvS Cee 4 LS wave

 

VUSQ2—> Wow

Dokrrninve. MAX i (wu) of each tact Case axel the aishance ab nu‘

acting eA pile say fom bre pile Led, Gy)
thes useol fo zaterdala the wment acting On the

 

 

 

 

v
Var abla. Y I
dg

pila x

T

 

 

 

 

 

Wind Ulin ale : Wu

 

 

 

 

Fickesk heighls :

. Audhralian Height Daturn . AHO = 2bOm CDislance waa pile heol)

e Lowes! Aelesremizal Tile 2 LAT = -O,45M COretance below AHO )
HAT = O.59m¢ cco above AnD)

 

 

: Wohest Astronomical, Tole 2
Pele Rechiceol Lavell (RL) = 3, 20m (dishance bow AHO fo tops of ale)

 

 

 

/
2.40 m

L, he of pile fo pik beat

$129 m t

u

 

= §:6Om