Roark's Worksheet Library - 6th Edition for PTC Mathcad Prime 4.0

Reference: 314872600

Manufacturer: PTC Mathcad

Roark's Worksheet Library - 6th Edition for PTC Mathcad Prime 4.0

is the ultimate resource for engineers to complete project after project.

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About Roark's Worksheet Library - 6th Edition for PTC Mathcad Prime 4.0

Roark's Worksheet Library - 6th Edition for PTC Mathcad Prime 4.0 is the ultimate resource for engineers to complete project after project. This worksheet library addresses topics including:

Column buckling and elastic stability
Stress, force and deflection calculations for beams
Combined stress formulas
Curved beam cross-section properties
Moments of inertia
Torsional loading
Beam analysis for a varying section
Stresses and deflection of flat plates
Discontinuity analysis results at the junction of shells and plates
Natural frequencies of plates
Bending and membrane stresses of thinwalled pressure vessels
Radial displacements
Buckling of shells.

Table of Contents

Chapter 1: Definitions

Chapter 5: Properties of a Plane Area
Table 1 Properties of Sections
Chapter 6: Tension, Compression, Shear and Combined Stress
- Table 2 Formulas for Combined Stress
- Example Problems
Chapter 7: Beams; Flexure of Straight Bars

Table 3 Shear, Moment, Slope, and Deflection Formulas for Elastic Straight Beams
Table 4 Reaction and Deflection Formulas for Inplane Loading of Elastic Frames
Table 7 Shear, Moment, Slope and Deflection Formulas for Finite-length Beams on Elastic Foundations
Table 8 Shear, Moment, Slope and Deflection Formulas for Semi-infinite Beams on Elastic Foundations
Table 10 Shear, Moment, Slope and Deflection Formulas for Beams under Simultaneous Axial Compression and Transverse Loading
Table 11 Shear, Moment, Slope and Deflection Formulas for Beams under Simultaneous Axial Tension and Transverse Loading
Table 12 Beams Restrained Against Horizontal Displacement at the Ends
Table 13 Reaction and Deflection Coefficients for Tapered Beams
Table 14 Position of Flexural Center Q for Different Sections
Table 15 Collapse Loads with Plastic Hinge Locations for Straight Beams
Example Problems
Chapter 8: Curved Beams

Table 16 Formulas for Curved Beams Subjected to Bending in the Plane of the Curve
Table 17 Formulas for Tangential and Radial Forces, Moment and Stress in Circular Rings Subject to Bending in the Plane of the Curve
Table 18 Reaction and Deformation Formulas for Circular Arches
Table 19 Formulas for Curved Beams of Compact Cross Section Loaded Normal to the Plane of Curvature
Example Problems
Chapter 9: Torsion

Table 20 Formulas for Torsional Deformation and Stress
Table 21 and Table 22 Formulas for Torsional Properties and Stresses in Thin-walled Open Cross Sections and Formulas for the Elastic Deformations of Uniform Thin-walled Open Members under Torsional Loading
Example Problems
Chapter 10: Flat Plates

Table 24 Formulas for Flat Circular Plates of Constant Thickness
Table 24a Formulas for Maximum Deflection and Maximum Stress for Flat Circular Plates of Constant Thickness with Large Deflection
Table 26 Formulas for Maximum Deflection and Maximum Stress in Flat Plates with Straight Boundaries and Constant Thickness
Table 26a Formulas for Flat Rectangular Plates with Constant Thickness under Uniform Load Producing Large Deflection
Example Problems
Chapter 11: Columns and Other Compression Members

Table 27 Formulas for Short Prisms Loaded Eccentrically; Stress Reversal Impossible
Example Problems
Chapter 12: Shells of Revolution; Pressure Vessels; Pipes

Table 28 Formulas for Membrane Stresses and Deformations in Thin-walled Pressure Vessels
Table 29 Shear, Moment, Slope and Deflection Formulas for Long and Short Thinwalled Cylindrical Shells under Axisymmetric Loading
Table 30 Formulas for Bending and Membrane Stresses and Deformations in Thinwalled Pressure Vessels
Table 31 Formulas for Discontinuity Stresses and Deformations at the Junctions of Shells and Plates
Table 32 Formulas for Thick-walled Vessels under Internal and External Loading
Example Problems
Chapter 13: Bodies under Direct Bearing and Shear Stress