Basic design aid for micropiles according to FHWA guidelines.
Steps in designing a check damDeskripsi lengkap
Design of check dam
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Engineering Summary ReportFull description
The design calculation sheets for seafastening of a suction pile for subsea installationsFull description
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Check Valves
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pondasiFull description
checklistDescripción completa
11/27/2014
1.0
ATTACHMENT 1
Designed by : AO Checked by : AO
CPF2 SEAFASTENING
The CPF2 is transported on the Jascon 17A and sea-fastened using grillage and stoppers. The following sketch shows the CPF2 transportation on the barge deck
CP2.xmcd
Page 1 of 3
11/27/2014
ATTACHMENT 1
Designed by : AO Checked by : AO
1.1 Input Data 1.11 Mechanical Properties Maximum cargo weight: Ps 683tonne Spacing of seafastening roll 1 & 2, y s 17080mm Spacing between pitch seafastening 1 and 2 x s 16500mm COG height of CP2 h s 7736mm Horizontal distance of roll seafastening 1 and 2 from the COG a 8542mm
b 8542mm
acceleration due to roll : ars 0.6 acceleraion due to heave : ahs 0.3 acceleraion due to pitch : aps 0.4 Force on CP2 due to roll : frs Ps ars 409.8 tonne Force on CP2 due to pitch : fps Ps aps 273.2 tonne Longitudinal Force on Seafastening 1 frs Force on seafastening due to roll : frs1 40.98 tonne 10 fps Force on sefatening due to pitch : fps1 45.533 tonne 6 Transverse and Longitudinal Force on Seafatening 2 frs Force on seafastening due to roll : frs2 40.98 tonne 10 fps Force on seafastening due to pitch : fps2 45.533 tonne 6
CP2.xmcd
Page 2 of 3
11/27/2014
ATTACHMENT 1
Designed by : AO Checked by : AO
1.2 Uplift Check Uplift of the container exsits if:
f rs h s P 1 ah.s 0 ys 2 frs h s Ps 1 ahs 53.44 tonne 2 ys Hence, there is no uplift, stoppers are sufficient to stabilize the cargo.
1.3 Stopper Check The maximum load applied on 1 ROLL stopper Fws frs1 40.98 tonne The analysis of the seafastening has been carried out using SAC5.4
1.4 Stopper Check
The maximum load applied on 1 PITCH stopper Fps fps2 45.533 tonne The analysis of the seafastening has been carried out using SAC5.4