Gambit Centrum Oprogramowania i Szkoleń Sp. z o.o. Mathcad 14 Roark's Formulas for Stress and Strain

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1 Mathcad 14 Roark's Formulas for Stress and Strain Table of Contents About Mathcad E-Books Notes on the Organization and Special Features of Roark's Formulas for Stress and Strain Preface by Warren C. Young Chapter 1: Chapter 5: Chapter 6: Definitions Properties of a Plane Area Table 1 Properties of Sections Tension, Compression, Shear and Combined Stress Table 2 Formulas for Combined Stress

2 Chapter 7: Beams; Flexure of Straight Bars Table 3 Table 4 Table 7 Table 8 Shear, Moment, Slope, and Deflection Formulas for Elastic Straight Beams Reaction and Deflection Formulas for In-plane Loading of Elastic Frames Shear, Moment, Slope and Deflection Formulas for Finite-length Beams on Elastic Foundations 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

3 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 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

4 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 Chapter 11: Columns and Other Compression Members Table 27 Formulas for Short Prisms Loaded Eccentrically; Stress Reversal Impossible 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

5 Table 32 Formulas for Thick-walled Vessels under Internal and External Loading Chapter 13: Bodies under Direct Bearing and Shear Stress Table 33 Formulas for Stress and Strain Due to Pressure on or Between Elastic Bodies Chapter 14: Elastic Stability Table 34 Formulas for Elastic Stability of Bars, Rings and Beams Table 35 Formulas for Elastic Stability of Plates and Shells Chapter 15: Dynamic and Temperature Stresses Table 36 Natural Frequencies of Vibration for Continuous Members Appendices: Table 37 Factors of Stress Concentration for Elastic Stress Table of Physical Properties for Selected Materials Parametrizing Curves in Mathcad