STRUCTURAL SUITE
NSCP 2015 / ACI 318-14 (ZONE 4 READY)
Project
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Name
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Subject
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BEAM
COLUMN
SLAB
Beam Design Module
Design Type
Singly Reinforced
Doubly Reinforced
1. Geometry & Materials
Width b (mm)
Depth h (mm)
Cover (mm)
fc' (MPa)
Main fy (MPa)
Stirrup fyt (MPa)
2. Tension Reinforcement
Total Bars (N)
Bar Dia (mm)
Stirrup Dia (mm)
Layers
1 Layer
2 Layers
3. Compression Reinforcement
Comp. Bars (N')
Comp. Bar Dia (mm)
Dist to Top d' (mm)
4. Loads & Span
Moment Mu (kNm)
Shear Vu (kN)
Torsion Tu (kNm)
Span Length (m)
Support Type
Simply Supported (L/16)
One End Continuous (L/18.5)
Both Ends Continuous (L/21)
Cantilever (L/8)
ANALYZE BEAM
Column Design Module
1. Geometry
Shape
Rectangular
Circular
Width (mm)
Depth (mm)
Diameter (mm)
Cover (mm)
2. Material & Reinf
fc' (MPa)
fy (MPa)
Total Bars
Bar Dia (mm)
Tie Type
Tied
Spiral
Tie Dia (mm)
3. Loads & Slenderness
Axial Pu (kN)
Moment Mu (kNm)
Unbraced L (m)
Sway Frame?
No
Yes
ANALYZE & PLOT P-M CURVE
Slab Design Module
Design Method
One-Way
Two-Way
Materials & Load
fc' (MPa)
fy (MPa)
Thk (mm)
Bar (mm)
SDL (kPa)
LL (kPa)
Span (m)
Support
Simple
Continuous
Short Lx (m)
Col Width (mm)
Coefficients
S-Neg
S-Pos
L-Neg
L-Pos
ANALYZE SLAB