Timber

This tool calculates the axial compression capacity of a timber strut, following the guidelines outlined in AS 1720.1-2010.

This tool designs timber bolt joint connections, assessing the capacity of bolt joints that connect two timber members under applied shear or tension forces. All calculations are performed according to AS 1720.1-2010.

This tool calculates the geometric and strength properties of cross-laminated timber (CLT) panels based on the selected CLT grade and lay-up configuration. The measurements are in the imperial system and calculations comply with ANSI/APA PRG 320-2019 standard for performance-rated cross-laminated timber.

This tool designs timber members in compression, such as columns and truss struts, by ensuring compliance with compression requirements to meet Ultimate Limit State (ULS) methods. The calculations follow the standards set in AS 1720.1-2010.

This technical report designs timber bending members, commonly referred to as rafters and joists, by ensuring the beam meets flexural, shear, bearing, deflection and vibration requirements. The analysis takes into account a notch at the support. All calculations are performed in accordance with Eurocode 5.

This tool calculates the self-weight of a mass timber panel, which is useful when the value is not provided by the CLT or glulam manufacturer. The units used are in the imperial system.

This tool designs timber nail joint connections by considering the timber species and the nail groups' geometry. It assesses the capacity of nail joints that connect two or three timber members, taking into account the applied axial or shear forces and moments. All calculations are conducted in accordance with AS 1720.1-2010.

This tool designs timber screw joint connections by checking the timber species and screw group geometry. It checks the capacity of screw joints connecting two or three timber members, subject to applied axial or shear forces and moments. Calculations are based on the Australian standard AS 1720.1-2010.

This tool designs timber members in bending, such as rafters and joists, by ensuring that the beam meets flexural and shear requirements according to Ultimate Limit State (ULS) methods. Calculations are performed in accordance with AS 1720.1-2010.