# StructX > Sitemap

## StructX Web Pages

To help find that illusive page, StructX has provided a detailed sitemap. This sitemap is intended to help show the relationships between pages and other content components. It is hoped that it will show the user the overall shape of information and help portray the intentions of organization, navigation, and labeling systems used.

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