Bending Moment of Simply Supported Beams with Point Load at Centre
GO
Bending Moment of Simply Supported Beams with Uniformly Distributed Load
GO
Condition for Maximum Moment in Interior Spans of Beams
GO
Greatest Safe Load for Solid Rectangle When Load in Middle
GO
Greatest Safe Load for Solid Rectangle When Load is Distributed
GO
Deflection for Solid Rectangle When Load in Middle
GO
Deflection for Solid Rectangle When Load is Distributed
GO
Greatest Safe Load for Hollow Rectangle When Load in Middle
GO
Greatest Safe Load for Hollow Rectangle When Load is Distributed
GO
Deflection for Hollow Rectangle When Load in Middle
GO
Deflection for Hollow Rectangle When Load is Distributed
GO
Greatest Safe Load for Solid Cylinder When Load in Middle
GO
Greatest Safe Load for Solid Cylinder When Load is Distributed
GO
Stress at Point y for a Curved Beam
GO
Cross-Sectional Area When Stress is Applied at Point y in a Curved Beam
GO
Bending Moment When Stress is Applied at Point y in a Curved Beam
GO
Critical Bending Moment in Non-Uniform Bending
GO
Critical Bending Coefficient
GO
Absolute Value of Max Moment in the Unbraced Beam Segment
GO
Absolute Value of Moment at Quarter Point of the Unbraced Beam Segment
GO
Absolute Value of Moment at Centerline of the Unbraced Beam Segment
GO
Absolute Value of Moment at Three-Quarter Point of the Unbraced Beam Segment
GO
Maximum Stress For Short Beams
GO
Cross-Sectional Area when Maximum Stress For Short Beams is Given
GO
Maximum Bending Moment when Maximum Stress For Short Beams is Given
GO
Total Unit Stress in Eccentric Loading
GO
Cross-Sectional Area when Total Unit Stress in Eccentric Loading is Given
GO
Neutral Axis to Outermost Fiber Distance when Total Unit Stress in Eccentric Loading is Given
GO
Moment of Inertia of Cross-Section when Total Unit Stress in Eccentric Loading is Given
GO
Total Unit Stress in Eccentric Loading when Radius of Gyration is Given
GO
Eccentricity when Deflection in Eccentric Loading is Given
GO
Bending Moment of Cantilever Beam subjected to Point Load at Free End
GO
Bending Moment of a Cantilever Subject to UDL Over its Entire Span
GO
Bending Moment Simply Supported Beam Subjected to a Concentrated Load
GO
Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End
GO
Stress using Hook's Law
GO
Fixed End Moment of a Fixed Beam having Point Load at Center
GO
Fixed End Moment of a Fixed Beam having UDL over its entire Length
GO
Fixed End Moment of a Fixed Beam carrying point load
GO
Fixed End Moment of a Fixed Beam carrying Right Angled Triangular Load at Right Angled End A
GO
Fixed End Moment of a Fixed Beam carrying Triangular Loading
GO
Fixed End Moment of a Fixed Beam carrying two Equispaced Point Loads
GO
Fixed End Moment of a Fixed Beam carrying three Equispaced Point Loads
GO
Fixed End Moment of a Fixed Beam with Couple Moment
GO
Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center
GO
Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
GO
Maximum and Center Deflection of Cantilever Beam carrying Point Load at Free End
GO
Maximum and Center Deflection of Cantilever Beam carrying Point Load at any point
GO
Maximum and Center Deflection of Cantilever Beam with Couple Moment at Free End
GO
Shear Load when Strain Energy in Shear is Given
GO
Strain Energy in Shear
GO
Length over which Deformation Takes Place when Strain Energy in Shear is Given
GO
Shear Area when Strain Energy in Shear is Given
GO
Shear Modulus of Elasticity when Strain Energy in Shear is Given
GO
Strain Energy in Shear when Shear Deformation is Given
GO
Strain Energy in Torsion
GO
Torque when Strain Energy in Torsion is Given
GO
Length over which Deformation Takes Place when Strain Energy in Torsion is Given
GO
Polar Moment of Inertia when Strain Energy in Torsion is Given
GO
Shear Modulus of Elasticity when Strain Energy in Torsion is Given
GO
Strain Energy in Torsion when Angle of Twist is Given
GO
Strain Energy in Bending
GO
Bending Moment when Strain Energy in Bending is Given
GO
Length over which Deformation Takes Place when Strain Energy in Bending is Given
GO
Modulus of Elasticity when Strain Energy in Bending is Given
GO
Moment of Inertia when Strain Energy in Bending is Given
GO
Strain Energy in Bending when Angle Through which One Beam Rotates wrt Other End is Given
GO