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Secondary Floor Beam Design
Project Title:
Beam Reference:
LAYOUT
NOTES
Layout type
Please Select
Composite
Non-composite
Span
Metres
Centres
Metres
Building Type
Please Select
Office
Storage
Residential
Education
Car Park
Other (specify)
Other
INSITU CONCRETE
Slab
mm
Top Mesh
Select
A98
A142
A193
A242
A393
Deck Type
Please Select
Holorib
Ribdeck AL
Ribdeck 80
PMF CF46
PMF CF51
PMF CF70
Ward FD50
Ward FD60
Ward FD80
Thickness
Select
0.9
1.0
1.2
Grade
N/mm
2
Weight
Select
Normal
Light
PC UNITS
Thickness
mm
Mass
kN/m
2
LOADING
Note: Exclude self-weight of deck & slab
Live
unfactored
kN/m
2
Partitions
unfactored
kN/m
2
Ceiling & services
unfactored
kN/m
2
Other
unfactored
kN/m
2
LIMITS
Maximum Beam Depth
leave blank if no limit
mm
* DEFLECTION
Deflection due to dead-load should not be a critical factor, as cellular beams can be pre-cambered without cost
Minimum Cell Diameter
leave blank if no limit
mm
Natural Frequency
unless otherwise instructed 4.0 Hz for offices & 3.0 Hz Car Parks
Hz
Live Load Deflection *
leave blank if no limit
mm
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