ConcreteDesignPy
v0.3 | NSCP 2015 / ACI 318-19
APEC Internal Tool — Albert Pamonag Engineering Consultancy — For reference only. All results must be verified by a licensed professional engineer.
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Beam Deflection
NSCP 2015 Section 424.2 / ACI 318-19
Section
Width, b (mm)
Height, h (mm)
Eff. depth, d (mm)
Clear span (mm)
Material
f'c (MPa)
fy (MPa)
Es (MPa)
Reinforcement
As tension (mm²)
Comp. bars (n)
Comp. bar dia (mm)
Loading
Point load (N)
Uniform load (N/mm)
Ma override (N-mm)
Options
Beam Type
Simply Supported
Cantilever
Fixed Both Ends
Propped Cantilever
Member Type
Floor
Flat Roof
Roof w/ Partitions
Floor w/ Partitions
Sustained Duration
3 months
6 months
12 months
5 years or more
Calculate
Results