basic teory for re tank designDescripción completa
basic teory for re tank design
designing procedure of rectangular steel tank and placing of stiffeners.Descripción completa
basic teory for re tank design
Design calculation of rectangular tankFull description
rectangular tank design on primary informationDescripción completa
Tank Sizing
Full description
Spreadsheet for sizing rectangular tanksFull description
Rectangular Tank Design
rectangular water tank design example using working stress method of designDescripción completa
rectangular water tank design example using working stress method of designFull description
rectangular water tank design example using working stress method of design
rectangular water tank design example using working stress method of designFull description
Spreadsheet for sizing rectangular tanks
Descripción completa
Descripción completa
تصميم خزان أرضيFull description
rectangular water tank design example using working stress method of design
DESIGN DATA SHEET Application Equipment Detail Code of Design and Construction Country of Installation Location of Installation Size of the tank Capacity Of tank Type Service fluid Specific gravity of liquid Corrosion allowance No of tanks Tank elevation
Coolant oil Storage tank Rectangular tank Roarks Formula for stress and strain India Coimbatore, Tamilnadu 1550 x 2000 x 1600 (B x L x H) 4900 Lit Rectangular – With conical bottom Coolant oil 1.75 @ 25 Deg C 2 mm 4 Nos ~ 2500 mm Design Conditions Operating pressure Atm Operating temperature 40 Deg C Internal Design Pressure Atmospheric pressure + Static head of the liquid Pressure due to static head 0.37 kg/cm2 (g) External Pressure NA Cyclic Operation NIL Design Temperature 65 Deg C MDMT (Vessel and structures) 10 Deg C Wind Loading IS 875 (Edition 1987) Seismic Loadings IS 1893 (Edition 2002) Radiography NA Joint Efficiency 0.7 Loadings Hydro Test. PWHT NA Scope of work : 1. Rectangular tank with conical bottom 2. Structural support arrangements for tank 3. Gate valve for drain of tank.
1
Dimensional details Overall dimensions of Rectangular portion Height of conical section Total height of the equipment Thickness of rectangular section Thickness of conical section Side plates of tank thickness Stiffener plate thickness Stiffener plate details Support frame Support detail Type of joints Leg type Leg size No of legs Dead load of the equipment Approximate weight of the tank (operating)
1550 x 2000 x 1600 mm 800 mm 2400 mm 6 mm 6 mm 6 mm 6 mm 80 x 1600 x 6 thk L Angle type 75 x 75 x 8 thk (Along Length & Breadth) Welded construction L angle 100 x100 x 10 (2.5m Height) 4 Nos Total weight of tank + 8575 Kg (Capacity) ~ 9775 kg
NOZZLE SCHDULE Nozzzle No N1
Description
Qty (Nos)
Size
Inlet
1
N2
Outlet
1
DN 50 SCH 80 DN 50 (SCH 80)
2
Flange Type SORF, B 16.5 SORF, B 16.5
Class (or) Series 150
OTHERS
150
-
-
MATERIAL OF CONSTRUCTION Plates for tanks NOZZZLES FLANGES STUDS NUTS GASKETS L angle CHANNEL OTHER PLATES
IS 2062 SA 106 Gr B SA 105 SA 193 GR B7 SA 194 GR 2H Non asbestos IS 2062 IS 2062 IS 2062
CODES TO BE FOLLOWED DESIGN AND FABRICATION MATERIALS WELDING RODS WELDING QUALIFICATION NON DESTRUCTIVE EXAMINATION FLANGES PIPES FITTINGS NOZZLE LOADINGS WIND LOADING SEISMIC LOADING
Roark’s formula for stress and strain ASME Sec II, Part A ASME SEC II, Part C ASME Sec IX ASME Sec V ASME B 16.5 ASME B 36.10 ASME B 16.11 WRC 107 ASCE 7 -05 and IS 875 (Edition 1987) UBC 1997 and IS 1893 (Edition 2002)
