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Step 3. Results
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Simple Beam
Encastre Beam
Cantilever Beam
Simple Column
Encastre Column
Cantilever Column
Tie/Strut
Frame
Connection
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Any beam
Deflection Criteria:
Brittle finish
Cantilever
Span
m
a
m
b
m
c
m
Loaded Width
m
Dead Service Load
kN/m
2
(svs)
Live Service Load
kN/m
2
(svs)
Wind Service Load
kN/m
2
(svs)
Laterally Restrained?
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Select a material...
Steel
Concrete
Timber
Masonry
Choose a section size...
Section
Mass (kg/m)
Depth (mm)
Breadth (mm)
Deflection(mm)
Utilisation Ratios
Imposed
Dead
Bending
Shear
Maximum
000000
000000
000000
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Results→
Project Reference:
Element Reference:
Calculations By:
Reviewed By:
Element Type:
Material:
Code of Practice:
Span L:
Dimension a:
Dimension b:
Dimension c:
Loaded Width:
Dead Load (svs):
Live Load (svs):
Wind Load (svs):
Deflection Criteria:
Design Section:
Loadcase Analysis:
Deflection Calculation:
Shear Calculation:
Moment Calculation:
Utilisation Check:
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Dead Service Load:
Typical timber floor construction
Timber floor with underfloor heating & screed
150mm solid concrete floor construction
200mm hollowcore precast floor construction
Concrete tiled roof construction
Slate tiled roof construction
Profile metal sheet roof construction
Imposed Service Load:
Residential (house) floor loading
Residential (house) floor with allowance for partitions
Office floor loading
Office floor with allowance for partitions
Roof with general access
Roof with access for maintenance and repair only
Wind Service Load:
Typical roof
Typical exposed balcony
No wind load
Update with these loadings and return to Step 1
