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: Support: Archives
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Setup and Licensing Guide(PDF)
Setup and Licensing Guide(Online)
Publications
PCA Notes on ACI 318 Building Code Requirements
Simplified Design of Reinforced Concrete Buildings
Articles for Professional Development Hours
Articles for Reinforced Concrete Design and Construction
StructurePoint Bookstore
Manuals
spBeam/pcaBeam/ADOSS (PDF Classic)
spBeam/pcaBeam/ADOSS (PDF New)
spBeam/pcaBeam/ADOSS (Online)
spColumn/pcaColumn/PCACOL/IrrCOL (PDF Classic)
spColumn/pcaColumn/PCACOL/IrrCOL (PDF New)
spColumn/pcaColumn/PCACOL/IrrCOL (Online)
spFrame/pcaFrame/PCACAD (PDF Classic)
spFrame/pcaFrame/PCACAD (PDF New)
spFrame/pcaFrame/PCACAD (Online)
spMats/pcaMats/MATS (PDF Classic)
spMats/pcaMats/MATS (PDF New)
spMats/pcaMats/MATS (Online)
spSlab/pcaSlab/ADOSS (PDF Classic)
spSlab/pcaSlab/ADOSS (PDF New)
spSlab/pcaSlab/ADOSS (Online)
spWall/pcaWall/TILT (PDF Classic)
spWall/pcaWall/TILT (PDF New)
spWall/pcaWall/TILT (Online)
Presentations
StructurePoint Suite
|
StructurePoint Suite (w/o Commentary)
spColumn
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spColumn (w/o Commentary)
spBeam
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spBeam (w/o Commentary)
spSlab
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spSlab (w/o Commentary)
spMats
|
spMats (w/o Commentary)
spWall
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spWall (w/o Commentary)
spFrame
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spFrame (w/o Commentary)
spBeam/pcaBeam
Wide Module Joist and Girder Concrete Floor System Design and Detailing
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Reinforced Concrete one-way slab design
Reinforced concrete Wide Module pan joist (skip joist) design
Reinforced concrete continuous beam interior girder design
Reinforced concrete continuous beam exterior spandrel (edge) beam torsion design
Reinforced concrete interior, exterior, corner column design
Continuous Beam Design with Negative Moment Redistribution
Structural Analysis of Continuous Beam by Slope Deflection
spColumn/pcaColumn/PCACOL
Interaction Diagram - Tied Reinforced Concrete Column (ACI 318-14)
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or
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First Control Point - Pure Compression
Second Control Point - Bar Stress Near Tension Face of Member Equal to Zero
Third Control Point - Bar Stress Near Tension Face of Member Equal to 0.5 fy
Forth Control Point - Bar Stress Near Tension Face of Member Equal to fy
Fifth Control Point - Bar Strain Near Tension Face of Member Equal to 0.005 in./in.
Sixth Control Point – Pure Bending
Seventh Control Point – Pure Tension
Column Interaction Diagram – spColumn Software
Uniaxial vs. Biaxial Interaction Diagram
Interaction Diagram - Tied Reinforced Concrete Column (CSA A23.3-14)
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or
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First Control Point - Pure Compression
Second Control Point - Bar Stress Near Tension Face of Member Equal to Zero
Third Control Point - Bar Stress Near Tension Face of Member Equal to 0.5 fy
Forth Control Point - Bar Stress Near Tension Face of Member Equal to fy
Fifth Control Point - Pure Bending
Sixth Control Point – Pure Tension
Column Interaction Diagram – spColumn Software
Uniaxial vs. Biaxial Interaction Diagram
Interaction Diagram - Tied Reinforced Concrete Column (CSA A23.3-94)
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or
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First Control Point - Pure Compression
Second Control Point - Bar Stress Near Tension Face of Member Equal to Zero
Third Control Point - Bar Stress Near Tension Face of Member Equal to 0.5 fy
Forth Control Point - Bar Stress Near Tension Face of Member Equal to fy
Fifth Control Point - Pure Bending
Sixth Control Point – Pure Tension
Column Interaction Diagram – spColumn Software
Uniaxial vs. Biaxial Interaction Diagram
Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method (ACI 318-14) (18" x 18" Column Section)
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or
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Sway/Nonsway Frame Designation
Slenderness Effects
Moment Magnification at Ends of Compression Member
Moment Magnification along Length of Compression Member
Column Design
Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method (ACI 318-14) (22" x 22" Column Section)
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or
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Sway/Nonsway Frame Designation
Slenderness Effects
Moment Magnification at Ends of Compression Member
Moment Magnification along Length of Compression Member
Column Design
Effective Flexural Stiffness for Critical Buckling Load of Concrete Columns
Reinforced Concrete Building Sway Frame Slender Column Design Example ACI 318 PCA Notes
Reinforced Concrete Building Sway Frame Slender Column Design Example ACI 318 Hassoun
Reinforced Concrete Shear Wall Strength in Tall High-rise Buildings
Flexural Effective Stiffness of Individual Reinforced Concrete Slender Columns
spMats/pcaMats/MATS
Design Examples
Reinforced Concrete Shear Wall Foundation (Strip Footing) Analysis and Design (ACI 318-14)
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Preliminary Member Sizing
Shear Capacity Check
Flexural Reinforcement Design
Reinforcement Detailing
Strip Footing Analysis and Design - spMats Software
Reinforced Concrete Column Combined Footing Analysis and Design (ACI 318-14)
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or
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Preliminary Member Sizing
Two-Way (Punching) Shear Capacity Check
One-Way Shear Capacity Check
Flexural Reinforcement Design
Combined Footing Analysis and Design - spMats Software
spSlab/pcaSlab/ADOSS
Design Examples
Two-Way Flat Plate Reinforced Concrete Slab Floor System Design & Detailing (ACI 318-11)
Two-Way Flat Plate Reinforced Concrete Slab Floor System Design & Detailing (ACI 318-14)
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or
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Two-way slab design - Direct Design Method (DDM)
Two-way slab design - Equivalent Frame Method (EFM)
Moment distribution – Column Strip/Middle Strip
Reinforced concrete interior, exterior, corner column design
Two-way slab one-way shear strength (Beam shear)
Two-way slab two-way shear strength (Punching shear)
Two-way slab deflection calculation (Serviceability)
Comparison of two-way slab analysis and design methods
Two-Way Concrete Floor Slab with Beams Design Detailing & Detailing (ACI 318-14)
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or
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Preliminary Slab Thickness Sizing
Two-way slab design - Equivalent Frame Method (EFM)
Moment distribution – Column Strip/Beam Strip/Middle Strip
Reinforced concrete interior, exterior, corner column design
Two-way slab one-way shear strength (Beam shear)
Two-way slab two-way shear strength (Punching shear)
Two-way slab deflection calculation (Serviceability) – Immediate Deflections
Two-way slab deflection calculation (Serviceability) – Time-Dependent Deflections
Comparison of two-way slab (with beams) analysis and design methods
Two-Way Reinforced Concrete Slab With Drop Panels Floor System Design & Detailing (ACI 318-14)
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or
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Preliminary dimensions of drop panels
Two-way slab design - Equivalent Frame Method (EFM)
Moment distribution – Column Strip/Middle Strip
Flexural reinforcement
Reinforced concrete interior, exterior, corner column design
Two-way slab one-way shear strength (Beam shear) – around columns faces
Two-way slab one-way shear strength (Beam shear) – around drop panels
Two-way slab two-way shear strength (Punching shear) – around columns faces
Two-way slab two-way shear strength (Punching shear) – around drop panels
Two-way slab deflection calculation (Serviceability)
Comparison of two-way slab (with drop panels) analysis and design methods
Two-Way Joist Reinforced Concrete Slab (Waffle Slab) Floor System Design & Detailing (ACI 318-14)
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or
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Preliminary dimensions of drop panels
Two-way slab design - Equivalent Frame Method (EFM)
Moment distribution – Column Strip/Middle Strip
Flexural Reinforcement
Reinforced concrete interior, exterior, corner column design
Two-way slab one-way shear strength (Beam shear) – around columns faces
Two-way slab one-way shear strength (Beam shear) – around drop panels
Two-way slab two-way shear strength (Punching shear) – around columns faces
Two-way slab two-way shear strength (Punching shear) – around drop panels
Two-way slab deflection calculation (Serviceability)
Comparison of two-way joist slab (waffle slab) analysis and design methods
Tech Notes
CSA A23.3 - Kt Torsional Stiffness Illustration
CSA A23.3 - Kt Revised.slb (zip)
CSA A23.3 - Kt Revised - Output
Classification of Lightweight concrete types and modification factor
Equivalent Frame Method Moment Distribution Factors
Structural Analysis of Continuous Beam by Slope Deflection
spWall/pcaWall/TILT
Reinforced Concrete Shear Wall Analysis and Design (ACI 318-14)
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or
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Minimum Reinforcement Requirements
Neutral Axis Depth Determination
Moment Capacity Check
Shear Capacity Check
Shear Wall Analysis and Design Using spWall
Precast Concrete Bearing Wall Panel Design (Alernative Analysis Method)(Using ACI 318-14)
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or
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Minimum Vertical Reinforcement
Alernative Method for Out-of-Plane Slender Wall Analysis
Wall Structural Analysis
Wall Cracking Moment Capacity
Wall Flexural Moment Capacity
Wall Mid-Height Deflection
Precast Concrete Bearing Wall Panel Design (Alernative Analysis Method)(Using ACI 318-11)
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or
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Minimum Vertical Reinforcement
Alernative Design Method
Wall Structural Analysis
Wall Cracking Moment Capacity
Wall Flexural Moment Capacity
Wall Mid-Height Deflection
Structural Wall Reinforcement Design Considerations
Engineering Case Studies
Industrial Storage Facility
Legacy Product Comparisons
spMats Product Comparison
spColumn Product Comparison
spWall Product Comparison