Dear experts,
can you explain formula given in sec 5.10.5.1 for nominal thickness calculation of roof plate. what x stands for? what is the value of x i need to give?
Dear Expertise,
I'm in the study of saddle calculation with the help of Dennis moss 3rd edition manual.And I'm really stucked in the portion of tangential shear stress explained in this manual.my doubts are
1.At S6 tangential shear-shell not stiffened,A>0.5R.as they given if A value is more than...
Dear Expertise,
I'm in the study of saddle calculation with the help of Dennis moss 3rd edition manual.And I'm really stucked in the portion of tangential shear stress explained in this manual.my doubts are
1.At S6 tangential shear-shell not stiffened,A>0.5R.as they given if A value is more than...
Dear expertise,
we are designing API storage tank about 20m diameter,client required nozzle load calculation too but in API annex-p given as tank not less than 36m.What should i do for nozzle load calculation for 20m dia tank?if i get nozzle data from client can i do the analysis with WRC107...
Dear expertise
I have doubt on roof plate welding.API 650 Said there is 12" minimum space need to give for three plate weld in figure 5.3d.this 12inch space also need to maintain in roof plate welding? help me
