System Configuration Reference
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Knowledge
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Formula Sheets
Dark Color
Dark Mono
Light Color
Light Mono
Beam Formulas
Column Formulas
Connection Formulas
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Development & Splice Length
Serviceability | Deflection & Crack Control
Lateral-Torsional Buckling (AISC Ch.F)
Tension Member Strength (AISC Ch.D)
Beam-Column Interaction (AISC Ch.H)
Composite Beam (AISC Ch.I)
Foundation & Footing Formulas
Two-Way Punching Shear | ACI §22.6
Anchoring to Concrete (ACI Ch.17)
Snow Load Formulas (ASCE 7-22 Ch.7)
Structural Wall Shear (ACI Ch.11)
Seismic Detailing | SMF & Special Walls
Seismic Coefficients & Drift (ASCE 7-22)
Torsion | ACI 318-19 Ch.22
Column Base Plate Design
Beam Formulas
Column Formulas
Connection Formulas
Loading Formulas
Development & Splice Length
Serviceability | Deflection & Crack Control
Lateral-Torsional Buckling (AISC Ch.F)
Tension Member Strength (AISC Ch.D)
Beam-Column Interaction (AISC Ch.H)
Composite Beam (AISC Ch.I)
Foundation & Footing Formulas
Two-Way Punching Shear | ACI §22.6
Anchoring to Concrete (ACI Ch.17)
Snow Load Formulas (ASCE 7-22 Ch.7)
Structural Wall Shear (ACI Ch.11)
Seismic Detailing | SMF & Special Walls
Seismic Coefficients & Drift (ASCE 7-22)
Torsion | ACI 318-19 Ch.22
Column Base Plate Design
Beam Formulas
Flexural Strength
ACI 318-19 §22.2
Stress Block Depth
Whitney stress block
Steel Ratio
Required steel ratio
Shear Strength
ACI 318-19 §22.5
Deflection
Simply supported, UDL