INTRODUCTION The purpose of this phase of the research has been to investigate the flexural behavior of C-shaped members with web openings. Three common industry standard C-sections were tested as outlined in the first progress report. The web openings were located at 24 inches on center as illustrated in Fig. 1. Each test specimen was subjected to two point loads until the ultimate flexural strength of the member was obtained. This report summarizes the test procedure and results of the research to date
Steel I-shaped beams with web openings of shapes like hexagonal, circular and rectangular at regular...
To expand on previous research concerning perforated cold-formed steel web elements, an experimental...
CFS beams are often provided with web openings to accommodate building services. However, the area r...
INTRODUCTION The purpose of this research project has been to investigate the flexural behavior of C...
An experimental and analytical study of the structural behavior of cold-formed steel C-sections with...
Cold-formed steel C-sections are frequently used as wall studs and floor joists in both commercial a...
PREFACE The current design criteria for cold-formed steel members published by the American Iron and...
PREFACE A study of structural behavior was conducted and design equations were developed that accoun...
PREFACE An experimental investigation of the shear buckling limit state was conducted on single web,...
A study of structural behavior was conducted and a design equation was developed that accounts for t...
Cold-Formed Steel (CFS) has been used to a great extent due to the industry uptake given its merits ...
INTRODUCTION The purpose of this phase of the research project has been to investigate the behavior ...
Cold-Formed Steel (CFS) has been used to a great extent due to the industry uptake given its merits ...
This research addresses the use of thin steel C sections with large circular, hexagonal and diamond ...
The objective of this work is to investigate and compare, through an analytical study, the behaviour...
Steel I-shaped beams with web openings of shapes like hexagonal, circular and rectangular at regular...
To expand on previous research concerning perforated cold-formed steel web elements, an experimental...
CFS beams are often provided with web openings to accommodate building services. However, the area r...
INTRODUCTION The purpose of this research project has been to investigate the flexural behavior of C...
An experimental and analytical study of the structural behavior of cold-formed steel C-sections with...
Cold-formed steel C-sections are frequently used as wall studs and floor joists in both commercial a...
PREFACE The current design criteria for cold-formed steel members published by the American Iron and...
PREFACE A study of structural behavior was conducted and design equations were developed that accoun...
PREFACE An experimental investigation of the shear buckling limit state was conducted on single web,...
A study of structural behavior was conducted and a design equation was developed that accounts for t...
Cold-Formed Steel (CFS) has been used to a great extent due to the industry uptake given its merits ...
INTRODUCTION The purpose of this phase of the research project has been to investigate the behavior ...
Cold-Formed Steel (CFS) has been used to a great extent due to the industry uptake given its merits ...
This research addresses the use of thin steel C sections with large circular, hexagonal and diamond ...
The objective of this work is to investigate and compare, through an analytical study, the behaviour...
Steel I-shaped beams with web openings of shapes like hexagonal, circular and rectangular at regular...
To expand on previous research concerning perforated cold-formed steel web elements, an experimental...
CFS beams are often provided with web openings to accommodate building services. However, the area r...