MohammedSheikh
Mechanical
- Feb 11, 2013
- 2
7.5.5.2 Where foundations true to a horizontal plane are specified, tolerances shall be as follows:
a. Where a concrete ring wall is provided under the shell, the top of the ring wall shall be level within ±3 mm (1/8 in.) in any 9 m
(30 ft) of the circumference and within ±6 mm (1/4 in.) in the total circumference measured from the average elevation.
Hello everyone,
I am little confused about the explanation given by API 650 section 7.5.5.2 (above).
I took reading of the elevation for ring wall foundation of tank 22.5 Dia every 50 cm and i separated each 9 m .
could anyone please explain to me how to exactly calculate to get the differences between all points according to API.
a. Where a concrete ring wall is provided under the shell, the top of the ring wall shall be level within ±3 mm (1/8 in.) in any 9 m
(30 ft) of the circumference and within ±6 mm (1/4 in.) in the total circumference measured from the average elevation.
Hello everyone,
I am little confused about the explanation given by API 650 section 7.5.5.2 (above).
I took reading of the elevation for ring wall foundation of tank 22.5 Dia every 50 cm and i separated each 9 m .
could anyone please explain to me how to exactly calculate to get the differences between all points according to API.