scholarly journals Pull-out capacity of multiple screw fastener connections in cold-formed steel roof battens

2018 ◽  
Vol 144 ◽  
pp. 40-52 ◽  
Author(s):  
Mayooran Sivapathasundaram ◽  
Mahen Mahendran
Keyword(s):  
Pull Out ◽  
Cold Formed Steel ◽  
Steel Roof

A Review on Structural Response of Hybrid Glulam-Cold-Formed Steel Roof Trusses

InCIEC 2015 ◽  
2016 ◽  
pp. 833-846
Author(s):  
S. Ismail ◽  
A. Ibrahim ◽  
Z. Ahmad
Keyword(s):  
Structural Response ◽  
Cold Formed Steel ◽  
Steel Roof

07.23: Effect of loading rate on the pull-through capacities of cold-formed steel roof battens

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 1697-1706
Author(s):  
Myuran Kathekeyan ◽  
Mahen Mahendran ◽  
Mayooran Sivapathasundaram
Keyword(s):  
Loading Rate ◽  
Cold Formed Steel ◽  
Pull Through ◽  
Steel Roof

Numerical Investigation on Column Flange Thickness for Cold-Formed Steel Top-Seat Flange Cleat Connection

2015 ◽  
Vol 764-765 ◽  
pp. 1104-1108
Author(s):  
Yeong Huei Lee ◽  
Shahrin Mohammad ◽  
Yee Ling Lee
Keyword(s):  
Polynomial Equation ◽  
Important Variable ◽  
Good Representation ◽  
Pull Out ◽  
Flange Thickness ◽  
Load Carrying ◽  
Significant Research ◽  
Rotation Stiffness ◽  
Cubic Polynomial ◽  
Cold Formed Steel

The large deformation of cold-formed steel bolted connection has become a significant research interest in order to construct a reliable and safe light steel frame. This paper presents a study on the influence of column flange thickness for cold-formed steel top-seat flange cleat joint using finite element method. The verified and validated modelling technique for cold-formed steel top-seat flange cleat connection is applied to the column component study. The failure of the joint is fixed at column component and the bolt pull-out from column was observed at the top tension bolt row. The increment of the thickness of column flange has improved the load-carrying characteristic by the best representation of polynomial equations at both elastic and plastic regions. The cubic polynomial equation has a good representation of initial and secant rotation stiffness in the function of the column flange thickness for cold-formed steel top-seat flange cleat joint. For relative thin cold-formed column, the thickness of open section for column flange is an important variable in the design of bolted joint in light steel framing.

An experimental study of screw pull-out in load bearing cold-formed-steel clip angles

2020 ◽  
Vol 166 ◽  
pp. 105931
Author(s):  
Marzieh Obeydi ◽  
Mehran Zeynalian ◽  
Maryam Daei
Keyword(s):  
Experimental Study ◽  
Load Bearing ◽  
Pull Out ◽  
Cold Formed Steel

scholarly journals 07.05: Fatigue life assessment of cold-formed steel roof battens

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 1523-1532
Author(s):  
Myuran Kathekeyan ◽  
Mahen Mahendran
Keyword(s):  
Fatigue Life ◽  
Life Assessment ◽  
Fatigue Life Assessment ◽  
Cold Formed Steel ◽  
Steel Roof

Behavior and design for component and system of cold-formed steel roof trusses

2019 ◽  
Vol 135 ◽  
pp. 21-32 ◽  
Author(s):  
M. Reda ◽  
T. Sharaf ◽  
A. ElSabbagh ◽  
M. ElGhandour
Keyword(s):  
Cold Formed Steel ◽  
Steel Roof
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