Freeboard Calculation
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This document calculates the freeboard requirements for a ship with the following specifications: - The ship is 29.80 meters long with a molded depth of 1.80 meters - The tabular freeboard is 248.3 mm and is multiplied by 1.0963 due to the block coefficient of 0.811 - Corrections are made for sheer of 242.60 mm but not for depth as the length to depth ratio is greater than 15 - The minimum summer freeboard is calculated to be 514.82 mm and the minimum fresh water freeboard is 497.33 mm
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Rectangular tank example_latest
The document provides design details for a rectangular concrete tank with three chambers. It discusses load combinations and factors used by the Portland Cement Association (PCA) that differ slightly from American Concrete Institute (ACI) specifications. An interior wall and short exterior wall of the tank are then designed. The interior wall is designed for both vertical and horizontal bending using #8 bars spaced at 6 inches and 8 inches, respectively. The short exterior wall uses a 14 inch thickness with #6 bars at 8 inches for vertical bending to resist a moment of 28,672 lb-ft/ft.
SARNATH-PROFILE-CAE
The document provides details of various CAE projects completed by Sarnath for different clients. It lists 13 clients from various industries that Sarnath has worked with on FEA, CFD and other simulation projects. It then describes Sarnath's domain expertise which includes customization, FEA, CFD, structural design, lean manufacturing, product development and reverse engineering. Finally, it provides brief descriptions and details of 20 different CAE projects completed for various clients across industries.
Foundation Reinforcement Calcs & Connection Calcs
This document provides calculations for the reinforcement design of concrete beams and foundations for the Gokwe Water Tank project. It includes:
1) Calculation of bending reinforcement for various sagging and hogging moments in concrete beams.
2) Calculation of reinforcement for uplift/hogging moments in concrete foundation strips due to column and soil loading.
3) Details and calculations for fixed beam-column connections including end plates, top plates, and cleat designs. Reinforcement and bolts are designed to resist shear, moment and tension forces determined from structural analysis models.
Similar to Freeboard Calculation (20)
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Freeboard Calculation
- 1. Type of vessel : XYZ Class notation : Class : Owner : XYZ Hull no. : Builder : XYZ Ref: International Convention on Load Lines, 1966 and protocol of 1988 CONSOLIDATED EDITION, 2002 and Rules for Classification and Construction, Part - 1, Annex - A Edition 2002 Tabular freeboard for 29.80 m ship = 248.3 mm Correction for block coefficient Actual Cb= 0.811 If Cb>0.68 The freeboard shall be multiplied by = 1.0963 L = 29.800 m Moulded Depth = 1.800 m Stringer Plate = 0.006 m Depth, D = 1.806 m L / 15 = 1.987 As L / 15 > D, so correction for depth is not applicable. Not Applicable for the Ship Correction for Sheer Station SM Standard Product Actual Product Ordinate Ordinate A.P 1 498.3333 498.333333 0 0 L/6 from A.P 3 221.26 663.78 0 0 L / 3 from A.P 3 55.81333 167.44 0 0 1 0 0 0 0 Freeboard Calculation XYZ Correction to the freeboard for Ships under 100 meters in length Correction for Depth ┼ Hull ┼ Machinery Amidships XYZ Page 1 Freeboard Calculation
- 2. 1 0 0 0 0 L / 3 from F.P 3 111.6267 334.88 0 0 L / 6 from F.P 3 442.52 1327.56 0 0 F.P 1 996.6667 996.667 0 0 A.P 1329.553 A.P 0 F.P 2659.107 F.P 0 Deficiency of sheer = 498.5825 Correction for sheer = 242.5989 mm Minimum Bow Height Minimum Bow Height Required = 1431.457 mm Actual Bow Height = 1800 mm No correction is needed for this ship Summary Tabular Freeboard = 248.30 mm Correction For Block Coefficient = 23.92 mm Sheer Correction = 242.60 mm The Minimum Summer Freeboard = 514.82 mm Fresh Water Freeboard Displacement in salt water in tons at the summer load line = 119.41 TPC in salt water at the summer load waterline = 1.7076 Deduction = 17.48214 mm The Minimum Fresh Water Freeboard = 497.33 mm Summary of freeboards Summar freeboard S amidships from centre of disk to top of deck line 514.82 mm Fresh water line above centre of disk 497.33 mm Amidships Page 2 Freeboard Calculation