Avis de livraison : En raison des difficultés liées au coronavirus à Postes Canada, les délais de livraison sont retardés pour tous les niveaux de service. Par conséquent, il est à prévoir que les temps de livraison seront plus importants.
Avis de livraison : En raison des difficultés liées au coronavirus à Postes Canada, les délais de livraison sont retardés pour tous les niveaux de service. Par conséquent, il est à prévoir que les temps de livraison seront plus importants.
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Plate-to-HSS Welded Connections

Plate-to-HSS Welded Connections

Prix régulier $390.00 $0.00 Prix unitaire par
Frais de port calculés à l'étape de paiement.

On-line Webinar - 0.2 CEU

Duration: 120 min (2 hours)

Presenter:   Dr. Jeffrey Packer

Course Description/Overview

 This module covers the design of hollow structural section (HSS) connections formed by welding structural steel plates to HSS members. A detailed Table of Contents is as follows. Symbols will follow CSA S16 where they exist, otherwise internationally popular notation will be used (e.g. CIDECT). Technical content will conform to CSA S16 where it exists, otherwise it will follow international recommendations (e.g. CIDECT Design Guides 1 & 3).

 

Table of Contents

              Longitudinal Branch Plate‐to CHS under plate axial load

              Longitudinal Through Plate‐to‐CHS under plate axial load

              Transverse Branch Plate‐to‐HSS under plate axial load (and thus, by analogy, unreinforced W‐section beam‐to‐CHS column moment connections as well)

              Transverse Through Plate‐to CHS under plate axial load

              Longitudinal Branch Plate‐to‐CHS under plate shear load (Shear Tabs)

              Longitudinal Through Plate‐to‐CHS under plate shear load

              Longitudinal Branch Plate‐to‐CHS under plate combined load (Axial + Shear)

              Longitudinal Branch Plate‐to RHS under plate axial load

              Longitudinal Through Plate‐to‐RHS under plate axial load

              Transverse Branch Plate‐to‐RHS under plate axial load (and thus, by analogy, unreinforced W‐section beam‐to‐RHS column moment connections as well)

              Transverse Through Plate‐to RHS under plate axial load

              Longitudinal Branch Plate‐to‐RHS under plate shear load (Shear Tabs)

              Longitudinal Through Plate‐to‐RHS under plate shear load

              Longitudinal Branch Plate‐to‐RHS under plate combined load (Axial + Shear)

              Plates slotted into the end of CHS, under axial load

              Plates slotted into the end of RHS, under axial load

 


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