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Simply Supported Beam - With UDL
Simple Beam - Uniformly Increasing Load to One End
Simple Beam - Uniformly Increasing Load to Centre
Simple Beam - UDL at Any Point
Simple Beam - Point Load at Centre
Simple Beam - Point Load at Any Point
Simple Beam - Two Point Loads Equally Spaced
Simple Beam - Two Equal Point Loads Unequally Spaced
Simple Beam - Two Unequal Point Loads Unequally Spaced
Simple Beam - Uniformly Distributed Load and Variable End Moments
Simple Beam - Central Point Load and Variable End Moments
Fixed End Beam - Central Point Load
Fixed End Beam - Point Load at Any Point
Fixed Both Ends Beam - Point Load at Centre
Fixed Both Ends Beam - Point Load at Any Point
Cantilever Beam - Uniformly Distributed Load
Cantilever Beam - UDL with Vertical Deflection but no Rotation
Cantilever Beam - Point Load at Any Point
Cantilever Beam - Point Load at Free End
Cantilever Beam - Point Load Free to Deflect Vertically with No Rotation
Overhanging Beam - UDL on Overhang
Overhanging Beam - Point Load on Beam End
Overhanging Beam - UDL Over Supported Span
Overhanging Beam - Point Load Between Supports at Any Point
Overhanging Beam - Overhang Both Supports with a UDL
Continuous Beam - Two Span with One Span UDL
Continuous Beam - Two Span with Central Point Load Over One Span
Continuous Beam - Two Span with Point Load Over One Span at Any Point
Continuous Beams – Two Equal Spans with UDL
Continuous Beam – Two Equal Spans with Central Point Loads
Continuous Beam - Two Unequal Span With UDL
Continuous Beam - Two Unequal Spans with Point Loads Central to Each Span
Continuous Beam - Three Span with Two Span UDL
Continuous Beam - Three Span with End Span UDLs
Continuous Beam - Three Span with UDL
Continuous Beam - Four Span with One Span Unloaded
Continuous Beam - Four Span with Two Spans Unloaded
Continuous Beam - Four Span with UDL
Three Hinge Arch - Any Shape - UDL
Three Hinge Arch - Any Shape - Half UDL
Three Hinge Arch - Any Shape - Side UDL
Three Hinge Arch - Any Shape - PL at Any Point
Three Hinge Arch - Any Shape - UIL Away from Centre
Three Hinge Arch - Any Shape - Half UIL
Three Hinge Arch - Any Shape - Side UIL
Three Hinge Arch - Any Shape - Central BMs
Two Hinge Arch - Parabolic - UDL
Two Hinge Arch - Parabolic - Half UDL
Two Hinge Arch - Parabolic - Side UDL
Two Hinge Arch - Parabolic - PL at Any Point
Two Hinge Arch - Parabolic - Half UIL
Two Hinge Arch - Parabolic - Side UIL
Two Hinge Arch - Parabolic - Support Moved
Fixed Arch - Parabolic - Half UDL
Fixed Arch - Parabolic - Side UDL
Fixed Arch - Parabolic - PL at Any Point
Fixed Arch - Parabolic - Central PL
Fixed Arch - Parabolic - Support Moved
Two Hinge Tied Arch - Parabolic - UDL
Two Hinge Tied Arch - Parabolic - Half UDL
Two Hinge Tied Arch - Parabolic - Side UDL
Two Hinge Tied Arch - Parabolic - PL at Any Point
Two Hinge Tied Arch - Parabolic - Side UIL
Two Hinge Tied Arch - Parabolic - Half UIL
Three Member Frame (Pin / Roller) - Central Point Load
Three Member Frame (Pin / Roller) - Side Top Point Load
Three Member Frame (Pin / Roller) - Side Bottom Point Load
Three Member Frame (Pin / Roller) - Side Top Bending Moment
Three Member Frame (Pin / Roller) - Central Bending Moment
Three Member Frame (Pin / Roller) - Top UDL
Three Member Frame (Pin / Roller) - Side UDL
Three Member Frame (Pin / Roller) - Outward Side UDL
Three Member Frame (Pin / Pin) - Top Point Load
Three Member Frame (Pin / Pin) - Top Horizontal Point Load
Three Member Frame (Pin / Pin) - Side Point Load
Three Member Frame (Pin / Pin) - Top UDL
Three Member Frame (Pin / Pin) - Side Point Load
Three Member Frame (Fixed / Fixed) - Central Point Load
Three Member Frame (Fixed / Fixed) - Top UDL
Three Member Frame (Fixed / Fixed) - Side UDL
Three Member Frame (Fixed / Free) - Free End Horizontal Point Load
Three Member Frame (Fixed / Free) - Free End Vertical Point Load
Three Member Frame (Fixed / Free) - Side Top Point Load
Three Member Frame (Fixed / Free) - Free End Bending Moment
Three Member Frame (Fixed / Free) - Top UDL
Two Member Frame (Pin / Pin) - Top Point Load
Two Member Frame (Pin / Pin) - Top UDL
Two Member Frame (Fixed / Fixed) - Top Point Load
Two Member Frame (Fixed / Fixed) - Top UDL
Two Member Frame (Fixed / Pin) - Top Point Load
Two Member Frame (Fixed / Pin) - Side Point Load
Two Member Frame (Fixed / Pin) - Top UDL
Two Member Frame (Fixed / Pin) - Side UDL
Two Member Frame (Fixed / Free) - Free End Vertical Point Load
Two Member Frame (Fixed / Free) - Free End Horizontal Point Load
Two Member Frame (Fixed / Free) - Free End Bending Moment
Two Member Frame (Fixed / Free) - Top UDL
Simply Supported on all Edges - With UDL
Simply Supported On Three Edges, One Fixed With UDL
Simply Supported On Three Edges, One Fixed With UDL
Simply Supported On Two Edges, Two Fixed With UDL
Simply Supported On Two Edges, Two Fixed With UDL
Simply Supported On Two Edges, Fixed On Two With Uniform Load
Simply Supported On One Edge, Three Fixed With UDL
Simply Supported On One Edge, Three Fixed With UDL
Free On One Edge, Three Fixed With UDL
Free On One Edge, Three Fixed With UDL
Supported On All Corners With UDL
Simply Supported On One Edge Two Columns With UDL
Simply Supported On Two Edges, One Column With UDL
Simply Supported On One Edge, Three Fixed With VDL
Simply Supported On One Edge, Three Fixed With VDL
Free On One Edge, Three Fixed With VDL
Free On One Edge, Three Fixed With VDL
Free On One Edge, Three Fixed With UDL
Free On One Edge, Three Fixed With UDL
Simply Supported On All Edges With Central Point Load
Fixed On All Edges With Central Point Load
Pressure Vessel - Longitudinal Stress
Pressure Vessel - Longitudinal Stress
Pressure Vessel - Radial Stress
Composite Pressure Vessel - Radial Displacement
Pressure Vessel - Radial Displacement
Spherical Pressure Vessel - Radial Displacement
Circular Section - Torsional Loading
Restrained Circular Section - Torsional Loading
Varying Circular Section - Torsional Loading
Two Section Circular Section - Torsional Loading
Restrained Two Section Circular Section - Torsional Loading
Composite Circular Section - Torsional Loading
Rectangular Section - Torsional Loading
Shear Centre - Channel Section
Shear Centre - Mono-Symmetric Section
Shear Centre - Unequal I-Section
Shear Centre - Semi-Circular Section
Longitudinal Shear Stress - Rectangular Section
Tee Plates - Full Fillet Axial Load
Tee Plates - Full Fillet Moment
Tee Plates - Full Fillet Perpendicular
Tee Plates - Partial Fillet Axial Load
Tee Plates - Partial Fillet Moment
Tee Plates - Partial Fillet Perpendicular
Tee Plates - 2 Partial Fillet Axial
Tee Plates - 2 Partial Fillet Bending
Tee Plates - 2 Partial Fillet Perpendicular
Flat Plates - Full Butt Axial Load
Flat Plates - Partial Butt Axial Load
Flat Plates - Full Butt Moment
Flat Plates - Partial Butt Moment
Flat Plates - Angled Butt Weld
Flat Plates - Full Butt Bending
Flat Plates - Full Butt Torsion
Flat Plates - Full Putt Moment
Lapped Plates - 2 Full Fillet 3 Plate
Lapped Plates - 2 Full Fillet 2 Plate
Lapped Plates - 3 Full Fillet 2 Plate
Lapped Plates - 2 Partial Fillet 2 Plate
Lapped Plates - 2 Partial fillet small plate
Lapped Plates - 2 Separate Fillet 2 Plate
Lapped Plates - 4 Fillet 3 Plate
Lapped Plates - Plate on Plate Axial Load
Plug & Slot - Straight Plug Welds
Plug & Slot - Bevelled Plug Welds
Plug & Slot - Straight Slot Weld
Plug & Slot - Bevelled Slot Weld
Bar to Plate - Side Fillet Bending
Bar to Plate - Side Fillet Point Load
Bar to Plate - Side Penetration Bending
Bar to Plate - Side Penetration Point
Bar to Plate - Side Penetration Torsion
Beam to Plate - Bending Moment
Beam to Plate - Torsional Load
Pipe / Tube - Butt Weld Torsional
Pipe / Tube - Butt Weld Bending
Angle to Plate - Angle to Plate
Hand Calc Example - No Margins
Hand Calc Example - Left Margin Only
Hand Calc Example - Both Margins (Left and Right)
Blank Calc Sheet - Left Margin Only
Blank Calc Sheet - Both Margins (Left and Right)
Boussinesq's Point Load Formula - Central to Point of Interest
Boussinesq's Point Load Formula - Offset to Point of Interest
Boussinesq's Multiple Point Loads Formula - Offset to Point of Interest
Line Load - Offset From Point of Interest
Strip Foundation with UDL - Offset from Point of Interest
Strip Foundation with UDL - Edge In Line with Point of Interest
Strip Foundation with UDL - Above Point of Interest
Strip Foundation with UDL - Above and Central to Point of Interest
Strip Foundation with UIL - Offset from Point of Interest
Strip Foundation with UIL - Edge In Line with Point of Interest
Strip Foundation with UIL - Above and Central to Point of Interest
Strip Foundation with UIL - Start Edge In Line with Point of Interest
Embankment - Above Point of Interest
Loaded Circular Area - Central to Point of Interest
Uniformly Loaded Circular Area - Offset from Centre
Loaded Rectangular Area - Point of Interest Below Corner
Stress Below a Foundation - Approximate Method
Newmart Chart Method - Foundation of any shape
Point Load - Westergaard's Layered Soil
Loaded Circular Area - Westergaard's Layered Soil
Loaded Rectangular Area - Westergaard's Layered Soil
Rotation of a Rigid Rectangular Footing - Infinite Soil Layer
Rotation of a Rigid Circular Footing - Infinite Soil Layer
Rotation of a Rigid Circular Footing - Infinite Soil Layer
Terzaghi's Bearing Capacity - Strip Foundation
Terzaghi's Bearing Capacity - Square Foundation
Terzaghi's Bearing Capacity - Circular Foundation
The General Bearing Capacity Equation - Rectangular Foundations
Modification for a Water Table
Meyerhoff's Foundations on Top of a Slope (Continuous Foundation)
Meyerhoff's Foundations on a Slope (Continuous Foundation)
Meyerhoff and Hanna - Bearing Capacity of Layered Soils
Meyerhoff - Effective Area Method (one-way eccentricity)
Highter and Anders - Effective Area Method (two-way eccentricity)
Highter and Anders - Effective Area Method (5 Cases)
Melting and Annealing Temperatures
Thermal Expansion and Poisson's Ratio
Concrete Strength and Application
Workability and Concrete Slump
Concrete - Recommended Finishes
Friction Coefficients - Construction Materials
Friction Coefficients - Slab on Grade
Metric Equivalents of Fractions
National Standards Organisations
Parallel Flange Channel (PFC) Blocks
Compound Interest with Monthly Contributions
Project Management - Defining the Scope
The 7 Steps to Problem Solving
Problem Solving - Problems Defined
Glossary of Terms - Engineering Frame Theory Explained
Glossary of Terms - Engineering Arch Theory Explained
Glossary of Terms - Engineering Beam Theory Explained
Glossary of Terms - Second Moment of Area Explained
StructX - PI to One Million Places