SilentVoice
Structural
- Jun 3, 2009
- 5
Hi,
1-me working on tank calculation and analysis, so, is there any one who can assist me in finding the actual moment of interia as discussed in V.8.2.3. I need formula to find the actual moment of inertia,
2- What is the criteria to choose the intermediate wind stiffener, e,g. i have one tank whose Dia is 20m and height is 16m, requied section modulus calculated is 103 cm^3, required cross sectional area is 298.68mm^2(calculated acc. to V.8.2.2.6.1 ), So please assist me how i can select stiffener size based on these calculations? If there is any more calculation required please guide me,
Thanx
1-me working on tank calculation and analysis, so, is there any one who can assist me in finding the actual moment of interia as discussed in V.8.2.3. I need formula to find the actual moment of inertia,
2- What is the criteria to choose the intermediate wind stiffener, e,g. i have one tank whose Dia is 20m and height is 16m, requied section modulus calculated is 103 cm^3, required cross sectional area is 298.68mm^2(calculated acc. to V.8.2.2.6.1 ), So please assist me how i can select stiffener size based on these calculations? If there is any more calculation required please guide me,
Thanx