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API RP 1173: Pipeline Safety Management Systems

$

167

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API RP 1173: Pipeline Safety Management Systems : Errata 1

$

0

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API RP 11S2: Electric Submersible Pump Testing: Edition 3

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158

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API SPEC 14L: Lock Mandrels and Landing Nipples : Reaffirmed

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273

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API SPEC 20F: Corrosion Resistant Bolting for Use in the Petroleum and Natural Gas Industries : Reaffirmed

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169

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API TR 5NCL Nickel Content Limits for API 5CT Sour Service Products

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149

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API SPEC 19ICD: Inflow Control Devices : Reaffirmed

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ISO 9882:1993

ISO 9882:1993 Performance standards in building – Performance test for precast concrete floors – Behaviour under non-concentrated load

CDN $76.00

SKU: 40e8ea4cdf7b Categories: ,

Description

Defines test procedures for determining the mechanical performance of precast concrete floors made of a single piece, or made up of precast joists (reinforced concrete or precast concrete) completed with filler blocks and concrete poured in situ. The parameters measured are: the maximum load, which does not result in collapse, the instantaneous and deferred deformations under imposed load, and the maximum load which the floor or its constituent precast element can support without collapse during its construction. Applies to floors designed to support loads of less than 5000 N m^-2 and having spans of less than 12 m.

Edition

1

Published Date

1993-12-16

Status

PUBLISHED

Pages

4

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

Defines test procedures for determining the mechanical performance of precast concrete floors made of a single piece, or made up of precast joists (reinforced concrete or precast concrete) completed with filler blocks and concrete poured in situ. The parameters measured are: the maximum load, which does not result in collapse, the instantaneous and deferred deformations under imposed load, and the maximum load which the floor or its constituent precast element can support without collapse during its construction. Applies to floors designed to support loads of less than 5000 N m^-2 and having spans of less than 12 m.

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