Created
Angle Between Crown and Abutments when Thrust at Abutments of an Arch Dam is Given

Created
Constant K1 when Rotation Due to Moment on a Arch Dam is Given

Created
Constant K2 when Deflection Due to Thrust on a Arch Dam is Given

Created
Constant K3 when Deflection Due to Shear on a Arch Dam is Given

Created
Constant K4 when Rotation Due to Twist on a Arch Dam is Given

Created
Constant K5 when Deflection Due to Moments on a Arch Dam is Given

Created
Constant K5 when Rotation Due to Shear on a Arch Dam is Given

Created
Deflection Due to Moments on a Arch Dam

Created
Deflection Due to Shear on a Arch Dam

Created
Deflection Due to Thrust on a Arch Dam

Created
Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given

Created
Elastic Modulus of Rock when Deflection Due to Shear on a Arch Dam is Given

Created
Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given

Created
Elastic Modulus of Rock when Rotation Due to Moment on a Arch Dam is Given

Created
Elastic Modulus of Rock when Rotation Due to Shear on a Arch Dam is Given

Created
Elastic Modulus of Rock when Rotation Due to Twist on a Arch Dam is Given

Created
Extrados Stresses on a Arch Dam

Created
Intrados Stresses on a Arch Dam

Created
Moment at Abutments of an Arch Dam

Created
Moment at Crown of an Arch Dam

Created
Moments when Deflection Due to Moments on a Arch Dam is Given

Created
Moments when Extrados Stresses on a Arch Dam is Given

Created
Moments when Intrados Stresses on a Arch Dam is Given

Created
Moments when Rotation Due to Moment on a Arch Dam is Given

Created
Moments when Rotation Due to Twist on a Arch Dam is Given

Created
Normal Radial Pressure at the centerline when Moment at Abutments of an Arch Dam is Given

Created
Normal Radial Pressure at the centerline when Moment at Crown of an Arch Dam is Given

Created
Normal Radial Pressure at the centerline when Thrust at Abutments of an Arch Dam is Given

Created
Normal Radial Pressure at the centerline when Thrust at Crown of an Arch Dam is Given

Created
Radial Thickness of the Element when Deflection Due to Moments on a Arch Dam is Given

Created
Radial Thickness of the Element when Rotation Due to Moment on a Arch Dam is Given

Created
Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given

Created
Radial Thickness of the Element when Rotation Due to Twist on a Arch Dam is Given

Created
Radius to the centerline when Thrust at Abutments of an Arch Dam is Given

Created
Rotation Due to Moment on a Arch Dam

Created
Rotation Due to Shear on a Arch Dam

Created
Rotation Due to Twist on a Arch Dam

Created
Shear Force when Deflection Due to Shear on a Arch Dam is Given

Created
Shear Force when Rotation Due to Shear on a Arch Dam is Given

Created
Thrust at Abutments of an Arch Dam

Created
Thrust at Crown of an Arch Dam

Created
Thrust at Crown of an Arch Dam when Moment at Abutments of an Arch Dam is Given

Created
Thrust at Crown of an Arch Dam when Moment at Crown of an Arch Dam is Given

Created
Thrust when Deflection Due to Thrust on a Arch Dam is Given

Created
Thrust when Extrados Stresses on a Arch Dam is Given

Created
Thrust when Intrados Stresses on a Arch Dam is Given

Created
Area when Discharge under Dams on Soft or Porous Foundations is Given

Created
Depth below Surface when Neutral stress per unit area for Dams on Soft Foundations is Given

Created
Depth below Surface when Total Pressure per unit Area for Dams on Soft Foundations is Given

Created
Discharge under Dams on Soft or Porous Foundations

Created
Discharge when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Created
Equipotential Lines when discharge for Dams on Soft Foundations is Given

Created
Equipotential Lines when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Created
Head when Discharge under Dams on Soft or Porous Foundations is Given

Created
Head when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Created
Head when Length of Conduit after using the Area of Pipe in Discharge is Given

Created
Head when Minimum Safe Length of Travel path under Dams is Given

Created
Head when Neutral stress per unit area for Dams on Soft Foundations is Given

Created
Hydraulic gradient per unit head for Dams on Soft Foundations

Created
Length of Conduit after using the Area of Pipe in Discharge

Created
Length of Conduit when Discharge under Dams on Soft or Porous Foundations is Given

Created
Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations is Given

Created
Material Coefficient C1 when Discharge under Dams on Soft or Porous Foundations is Given

Created
Material Coefficient C1 when Length of Conduit after using the Area of Pipe in Discharge is Given

Created
Material Coefficient C1 when New Material Coefficient C2 for Dams on Soft Foundations is Given

Created
Material Coefficient C2 when Minimum Safe Length of Travel path under Dams is Given

Created
Maximum Velocity when New Material Coefficient C 2 for Dams on Soft Foundations is Given

Created
Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations

Created
Neutral stress per unit area for Dams on Soft Foundations

Created
New Material Coefficient C2 for Dams on Soft or Porous Foundations

Created
Number of Beds when discharge for Dams on Soft Foundations is Given

Created
Number of Beds when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Created
Permeability when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Created
Saturation when Total Pressure per unit Area for Dams on Soft Foundations is Given

Created
Specific gravity of water when Neutral stress per unit area for Dams on Soft Foundations is Given

Created
Specific gravity of water when Total Pressure per unit Area for Dams on Soft Foundations is Given

Created
Total Pressure per unit Area for Dams on Soft Foundations

Created
Velocity when Length of Conduit after using the Area of Pipe in Discharge is Given

Created
Void Ratio when Total Pressure per unit Area for Dams on Soft Foundations is Given

Created
Allowable Bearing Stresses on Pins for Buildings for LFD

Created
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD

Created
Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD

Created
Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given

Created
Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given

Created
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given

Created
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges

Created
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges

Created
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Created
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges

Created
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

Created
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Created
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Created
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

Created
Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given

Created
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given

Created
Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given

Created
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given

Created
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given

Created
Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given

Created
Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given

Created
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given

Created
Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given

Created
Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given

Created
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given

Created
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given

Created
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given

Created
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges

Created
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given

Created
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given

Created
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given

Created
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given

Created
Discharge through Pipe when pressure gradient is known

Created
Distance of Element from Center line when Head Loss is Given

Created
Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given

Created
Distance of Element from Center line when Velocity at any point in Cylindrical Element is Given

Created
Distance of Element from Center line when Velocity at any point with Maximum Velocity is Given

Created
Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given

Created
Dynamic Viscosity when Discharge through Pipe is Given

Created
Dynamic Viscosity when Maximum Velocity at axis of Cylindrical Element is Given

Created
Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given

Created
Dynamic Viscosity when Velocity at any point in Cylindrical Element is Given

Created
Length of Pipe when Shear Stress at any Cylindrical Element is Given

Created
Maximum Shear Stress at Cylindrical Element

Created
Maximum Velocity at axis of Cylindrical Element

Created
Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given

Created
Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given

Created
Mean Velocity of FLuid Flow

Created
Pressure Gradient when Discharge through Pipe is Given

Created
Pressure Gradient when Maximum Shear Stress at Cylindrical Element is Given

Created
Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given

Created
Pressure Gradient when Shear Stress at any Cylindrical Element is Given

Created
Pressure Gradient when Velocity at any point in Cylindrical Element is Given

Created
Pressure Gradient when Velocity Gradient at Cylindrical Element is Given

Created
Pressure Gradients when Mean Velocity of Flow is Given

Created
Radius of Pipe when Velocity at any point in Cylindrical Element with Maximum Velocity is Given

Created
Radius of Pipe when Discharge through Pipe is Given

Created
Radius of Pipe when Maximum Shear Stress at Cylindrical Element is Given

Created
Radius of Pipe when Maximum Velocity at axis of Cylindrical Element is Given

Created
Radius of Pipe when Mean Velocity of Flow is Given

Created
Radius of Pipe when Velocity at any point in Cylindrical Element is Given

Created
Shear Stress at any Cylindrical Element

Created
Shear Stress at any Cylindrical Element when Head Loss is Given

Created
Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given

Created
Velocity at any point in Cylindrical Element

Created
Velocity at any point in Cylindrical Element when Maximum Velocity at axis is Given

Created
Velocity Gradient when Pressure Gradient at Cylindrical Element is Given

Created
Viscosity when Mean Velocity of Flow is Given