In calculating shell thickness for Annex F tanks, H shall be increased by the quantity P/(9.8G) for SI units, or P/(12G) for USC units—where H is the design liquid height, in m (ft), P is the design pressure kPa (in. of water), and G is the design specific gravity.
Design pressures less than 1...
Dear Hamid Reza
please find the sample sap calculation for Twice dead load condition for internal floating roof in attached file.
best regardshttps://files.engineering.com/getfile.aspx?folder=2f07dac9-82f9-4623-84f4-5371d4eb2f54&file=Twice_dead_load_condition--REV_A3.sdb
Dear Hamid Reza
please find the sample sap calculation for stay on leg for internal floating roof in attached file.
best regardshttps://files.engineering.com/getfile.aspx?folder=2eabb802-8a2b-4d63-94c5-233e3598191d&file=Stay_on_leg-REV_A3.sdb
Dear Hamid Reza
please find the sample sap calculation for normal float condition for internal floating roof in attached file.
best regardshttps://files.engineering.com/getfile.aspx?folder=204f2b87-727e-407c-8804-3a3943e1bba5&file=Normal_float_condition-REV_A3.sdb
According to API 650 table 5.10 a the thickness of bottom reinforcing plate for flush-type clean out is thicker than tank annular plate and in accordance shell plate shall be welded to smooth sheet surface therefore detail D-D shall be used only welding for bottom reinforcing plate for...
