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USFB Design
Project Title:
Beam Reference:
LAYOUT
NOTES
Span
Metres
Distance to adjacent beam LHS
Metres
Distance to adjacent beam RHS
Metres
INSITU CONCRETE
Slab
mm
Top Mesh
Select
A98
A142
A193
A242
A393
Deck Type
Thickness
Select
0.9
1.0
1.2
Grade
N/mm
2
Weight
Select
Normal
Light
PC UNITS
Thickness
mm
Mass
kN/m
2
Structural Topping 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
Either
/ Or
Maximum Depth D1
leave blank if no limit
mm
Maximum Depth D2
leave blank if no limit
mm
Bearing Dimension
X
U.N.O. we will assume >= 75mm Precast, or >= 50mm Insitu.
mm
Minimum Natural Frequency
Hz
* DEFLECTION
Deflection due to dead-load should not be a critical factor, as cellular beams can be pre-cambered without cost
Live Load Deflection *
leave blank if no limit
mm
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