This web page contains a live and functional spreadsheet created with
SpreadsheetConverter
. Please enable JavaScript in your web browser for the live calculations to work properly.
SwageBeam™ Secondary Beam
Swagebeam Secondary Beam - Ayrshire.co.uk
All designs should be checked by a structural engineer
Design in accordance with BS5950:Part 5:1998. Steel grade S450:Z275
Span (m):
Centres (m):
Suggested Values
Dead (kN/m²):
Office = 0.35 kN/m² ; Storage = 0.65 kN/m²
Service (kN/m²):
Office = 0.05 kN/m² ; Storage = 0.25 kN/m²
Imposed (kN/m²):
Office = 2.5 kN/m² ; Storage = 5.0 kN/m²
Imposed Def Lim: L /
With brittle finishes use 360 (i.e. plasterboard),
w/o brittle finishes use 250 (i.e. suspended ceiling)
Restraint:
Major Axis
Unrest. No bracing
Unrest. Mid-span bracing
Unrest. 1/3rd point bracing
Vibration Check:
Yes
No
For offices / residential: Yes
Decking:
Chipboard
Cement Particle Board
Plywood
Steel Sheet
Thickness (mm):
Frequency (hz):
8.0 Hz typical, 24 Hz for dance studios
Minimum joist depth (mm):
220
250
300
Maximum joist depth (mm):
220
250
300
Optimum:
Send the above via Email:
Name:
Email:
Reference:
Submit
Print All Information
Please host the converted page in server to use Print All.
Update
Reset
Print All
Submit