By using some special type of dummy legs,I knitted 2 or 3 portion of system to each other and increased the solidity so there is no overload problem in earthquake.
regards,
thank you all
BigInch,thanks for your comments
but as you know without stop and guide system is going to have over loads on the nozzles.
and that is the our problem.
regards;
actually we can support from platforms but it has about 2 inch movement in earthquake while tower has only 1 inch movement!
when i put a guide or stop support with 1 inch movement,we have over loads on nozzles!!
Hi every body
Suppose a vertical line next to a tower which is connectd to the tower at 50ft above ground.
if we support line from platform(due to some vendor limitation we cannt support pipe from tower),we will face a range of over load because of displacement in high levels,what is your idea...
if compressor`s nozzle could pass all forces and torques in operation case(in ceaser program) ,,should we check occasional case( earthquake) or not?(i`m mean if it`s necessary).
if any body has any kind of sources plz guide me ...
thx a lot
if compressor`s nozzle could pass all forces and torques in operation case(in ceaser program) ,,should we check occasional case( earthquake) or not?if any body has any kind of sources plz guide me ...
thx a lot
if compressor`s nozzle could pass all forces and torques in operation case ,,should we check occasional case( earthquake) or not?if any body has any kind of sources plz guide me ...
thx a lot
