Download Design of fiberglass-reinforced plastic (FRP) stacks (FRP) by ASCE/SEI 52-10 PDF

By ASCE/SEI 52-10

ASCE/SEI typical 52-10 applies to fiberglass-reinforced plastic (FRP) stacks these stacks the place the first helping shell is made up of FRP. layout of Fiberglass-Reinforced Plastic (FRP) Stacks outlines the concerns that has to be made for either the mechanical and structural layout; emphasizes what attention has to be taken for wind- and seismic-induced vibrations; offers instructions for ultraviolet safety and choice of fabrics; states the necessities for lighting fixtures and lightning safeguard dependent upon current construction and federal codes; provides the necessities for mountaineering and entry established upon present Occupational security and wellbeing and fitness management (OSHA) criteria; emphasizes the $64000 parts relating to fabrication and development; and descriptions components requiring upkeep and inspection following preliminary operation

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Additional info for Design of fiberglass-reinforced plastic (FRP) stacks (FRP) Stacks

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The finite element analysis techniques shall be used in these cases. However, for simple stack configurations, simpler models can be used if justification can be provided. For FRP stacks supported on rock or firm soil and/or supported on end bearing piles, a fixed base modeling approach is acceptable. For FRP stacks supported on buildings, the interactive effects of the building shall be included. For FRP stacks supported with shallow foundations on soil or on friction piles, appropriate methods of analysis shall be used to account for interaction effects.

3 Visual Inspection Visual inspection shall be as specified in paragraph 6-940 of ASME RTP-1. The sections shall satisfy the structural layer level 2 visual inspection acceptance criteria specified in Table 6-1. 4 Penetrant Inspection Liquid penetrant may be used in determining the nature of a defect. Examination shall be conducted to the provisions of paragraph RT-630 of Section X of the ASME code. 1 Assembly of Bolted Connections “Drifting”, if required, shall not enlarge the holes or distort the members.

Components to be set down prior to erection shall be kept off the ground and properly positioned and braced to prevent damage. , shall be in accordance with the latest applicable and/or specified ASCE 37, safety codes, and OSHA requirements. , shall be of adequate strength to handle all sections and parts in a safe manner. 1 Use Grouting is recommended when the stack is supported by a concrete foundation or elevated concrete pad. 2 Grout Properties After the stack is completely erected plumb and the anchor bolts have been torqued, the space between the bottom of the base plate and the top of the foundation shall be grouted.

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