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Secondary Floor Beam Design Form
Project Title:
Beam Reference:
LAYOUT NOTES
Layout type  
Span Metres Centres Metres
Building Type Other
INSITU CONCRETE
Slab mm Top Mesh
Deck Type Thickness
Grade N/mm2 Weight
PC UNITS
Thickness mm Mass kN/m2
LOADING
Note: Exclude self-weight of deck & slab
Live
unfactored
kN/m2
Partitions
unfactored
kN/m2
Ceiling & services
unfactored
kN/m2
Other
unfactored
kN/m2
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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