Search. Home · PIP STC Structural Design Criteria. PIP STC Structural Design Criteria. April 10, | Author: Danielle Steele | Category: N/A . PIP STC Structural Design Criteria. Be notified when this Standard is updated or amended – Add to StandardsWatch. General Product Information. PIP STC Structural Design Criteria. PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry.
|Published (Last):||28 September 2015|
|PDF File Size:||9.17 Mb|
|ePub File Size:||1.94 Mb|
|Price:||Free* [*Free Regsitration Required]|
Pipe anchors and ous seismic load parameters are based on obsolete allowable guides restrain the pipe from moving in one or more syc01015 pjp equations not used in the IBC. This is equivalent to 8-inch mm diameter. Sustained thermal loads not relieved by sliding from vessel or exchanger expansion shall be considered in operating load combinations with wind or earthquake.
PIP-STCStructural-Design-Criteria Pages 1 – 32 – Text Version | FlipHTML5
These values estimate the full maximum level of cables in the trays. Piping thermal movements may also helpcause LTB pip stc than prevent it.
Page 18 of lip Process Industry Practices. The edition in effect on the date of contract award shall be used. A uniformly distributed load of 40 psf 1. Columns, column base plates, and their foundations shall be designed to resist a minimum eccentric gravity load of lb kg located 18 inches mm from the extreme outerProcess Industry Practices Page 23 of The party who owns the facility wherein structure will be used4.
Page 18 of 30 Process Industry Practices.
PIP STC01015 Structural Design Criteria
PIP member companies and subscribers may copy this Practice for their internal use. For foundation design of buildings and open frame structures. The actual yield strength based on mill tests does not exceed the specified yield strength by more than 18, psi MPa. Your recently viewed items and pip stc recommendations.
The same load factor as used for dead load shall be used. The individual load components making up the dead loads may have to be separated for actual use in design. For checking uplift and components controlled by minimum loading, a reduced level of cable tray load i. Under certainPage 12 of 30 Process Pi Practices.
We oip your help to maintenance this website. Heat exchanger empty dead load will be reduced during bundle pull because of the removal of the exchanger head. Sustained thermal loads not relieved by sliding caused by vessel or exchanger expansion shall be considered in operating load combinations with wind or earthquake.
This factor is greater than the 0.
PIP STC Structural Design Criteria – Free Download PDF
Supplement number 1 to the AISC ASD st01015 deleted the one-third stress increase for use with load combinations including wind or earthquake loads. The fabricator may also supply a seat or equivalent device with a means of positive attachment to support the first beam while the second beam is being xtc01015.
Equipment and pipes that may be simultaneously tested shall be included. All column base plates shall be designed with a minimum of four anchor bolts. Unless the pipe rack supports 0.
Wind and earthquake forces shall be applied in both transverse and longitudinal directions, but shall not necessarily be applied simultaneously. Shear stud connectors that will project vertically from or horizontally across the top flange of the member shall not be attached to the top flanges of beams.
Process Industry Practices Page 19 of The remainder of the bundle pull load shall be resisted at the anchor end support. The remainder of the bundle pull load shall be resisted at the anchor end support. The edition in effect on the date of contract award shall be used, except as otherwise noted. Coefficients of friction shall be in accordance with Table 2: Erection dead load Df for process equipment and vessels is normally the fabricated weight of the equipment or vessel and is generally taken from the certified equipment or vessel drawing.
When using the first two methods, effective length factors K need to be calculated to determine the column strengths.