Composite Beam Design

EN 1994-1-1 (EC4)
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Design Inputs

?
Trib. width or L/4
?
0 if solid
Finishes/Services
Occupancy
?

Analysis Results

0
M_Ed (kNm)
0
Shear (kN)
0 Defl (mm)
PASS Overall
Construction Stage (Steel) 0%
Composite Moment 0%
Shear Connection 0%
Deflection (Composite) 0%

Detailed Check List (EC4)

Check Description Value/Limit Ratio Status
Analysis Diagrams
0 kg Steel Mass
0 Carbon (kgCO2e)
€0 Est. Steel Cost
0 Studs
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