Contractor Report 52 Longitudinal shear in composite concrete bridge beams. Part 2: experimental investigation and recommendations
Publication Year
1987
Document Status
Withdrawn
Abstract
The first part of this report assessed the longitudinal shear provisions in BS 5400 for the design of joints between precast beams and in situ cast slabs in composite bridges. This second part describes the test work carried out following the recommendations in the first part.
Publisher Information
Transport Research Laboratory
The Transport Research Laboratory (TRL) is an internationally recognised organisation providing research, consultancy, testing and certification for all aspects of transport.
Crowthorne House
Nine Mile Ride
Wokingham
TRL
UK
Website: http://www.trl.co.uk/
Email: enquiries@trl.co.uk
Tel: 01344 773131
