-
-
Available Formats
- Options
- Availability
- Priced From ( in USD )
-
Available Formats
-
- Immediate download
- $124.00
- Add to Cart
-
- Printed Edition
- Ships in 1-2 business days
- $124.00
- Add to Cart
-
- Printed Edition + PDF
- Immediate download
- $205.00
- Add to Cart
Customers Who Bought This Also Bought
-
ISO 12580:2007
Priced From $81.00 -
ISO 19993:2020
Priced From $54.00 -
ISO 15206:2010
Priced From $223.00 -
ISO 22389-1:2010
Priced From $166.00
About This Item
Full Description
a) Light frame floors built with timber joists spaced at a distance of no more than 610 mm with a layer of structural wood-based subfloor that is connected to the joists using mechanical fasteners or adhesive. The area density of a bare light frame floors without a screed (topping) and ceiling is not greater than 25 kg/m2. Figure 1 shows such a light frame floor.
b) Mass timber floors built with mass timber panels such as cross laminated timber (CLT). This document consists of three elements:
a) a baseline vibrational serviceability design criterion for timber floors using fundamental natural frequency and 1 kN static point load deflection as the design parameters including two types of design criteria, coupled and decoupled criteria;
b) equations for calculating the design parameters;
c) guidelines for the design values of the physical and mechanical properties of floor components. The design method is based on the assumption that the floor system has a single span and simple support conditions.