QUANTIFY (Comfortech)


Project Name


Project Address


Client


Description


Prepared By


Building Location

Site Hazard Factor (Z):
Major Fault Distance (D):		km

Building Importance Level


Site Sub-Soil Class


Structure Height above Ground
	m

Soffit Height above Ground
	m

Plenum Height
	mm

Ceiling Rake Angle
	deg

Soffit Type


Perimeter Wall Type		Wall Stud Spacing
			mm o.c.


Ceiling Panel Type


Main x Cross Grid Configuration
	x	mm o.c.

Perimeter Fixing Type


Back Bracing Type


Insulation Weight
	kg/sqm

Fixture Weight (e.g. for a single unit of lighting, air diffuser, etc.)
	kg

Fixture Layout
	x	mm o.c.

Project Name:

Project Address:

Client:

Description:

Prepared By:

Disclaimer

The following seismic ceiling restraint calculations are invalid unless verified and certified by a Chartered Professional Engineer.
Interpretation and application of this document shall remain the responsibility of the user.

Calculation Criteria

Building Importance Level:

Design Working Life:

Site Sub-Soil Class:

Structure Height above Ground:

Soffit Height above Ground:

Plenum Height:

Ceiling Rake Angle:

Ceiling System

Perimeter Wall & Track Anchorage:

Soffit & Anchorage Type:

Internal Seismic Joint Calculations

Min. Internal Seismic Gap Between Two Perimeter-Restrained Ceilings:

Min. Internal Seismic Gap Between Two Back-Braced Ceilings:

Min. Internal Seismic Gap Between a Perimeter-Restrained and Back-Braced Ceiling:

Note: Treat ceilings that are restrained by bulkheads as back-braced ceilings.

Perimeter Restraint Calculations

Drop your file here or click to browse

The fields with the red border are required or invalid.