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API SPEC 9A: Specification for Wire Rope

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248

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API SPEC 9A: Addenda 2

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API STD 12R1: Installation, Operation, Maintenance, Inspection, and Repair of Tanks in Production Service

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285

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API Technical Report 2583 – Measurement of Produced Water for Custody Transfer

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174

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API Bulletin 592 – Elements of a Fixed Equipment Mechanical Integrity (FE MI) Program

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142

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API SPEC Q1: Addenda 2

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API TR 2583 : Measurement of Produced Water for Custody Transfer

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API TR 2581: Wet Gas Sampling

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189

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API TR 2581 Wet Gas Sampling : Errata 1

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ISO 19323:2018

ISO 19323:2018 Timber structures – Joist hangers – Test methods

CDN $173.00

SKU: 5a92ed57eddb Categories: ,

Description

This document provides standard test methods for determining the vertical load, axial load and torsional moment capacity as well as deflection characteristics of preformed three-dimensional joist hangers that are used primarily for securing one timber member to another (the header can be concrete or masonry). The joist hangers primarily transfer vertical loads from the supported member to the supporting member, but they can also be required to transfer axial loads from the supported member to the supporting member.

NOTE 1 Structural steel sections can also be substituted as the header, but are not covered in this document.

NOTE 2 One secondary mechanism to be considered is the effect of rotation of the supported member about its longitudinal axis on the joist hanger.

Edition

1

Published Date

2018-09-19

Status

PUBLISHED

Pages

17

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This document provides standard test methods for determining the vertical load, axial load and torsional moment capacity as well as deflection characteristics of preformed three-dimensional joist hangers that are used primarily for securing one timber member to another (the header can be concrete or masonry). The joist hangers primarily transfer vertical loads from the supported member to the supporting member, but they can also be required to transfer axial loads from the supported member to the supporting member.

NOTE 1 Structural steel sections can also be substituted as the header, but are not covered in this document.

NOTE 2 One secondary mechanism to be considered is the effect of rotation of the supported member about its longitudinal axis on the joist hanger.

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