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

Referentie: 314872600

Fabrikant:

Roark's Worksheet Library - 6th Edition for PTC Mathcad Prime 4.0 is the ultimate resource for engineers to complete project after project.

€ 659.45
€ 545.00 excl. btw {0}

### Meer informatie

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
• 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
• Buckling of shells.

• 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
• Table 33 Formulas for Stress and Strain Due to Pressure on or Between Elastic Bodies
• Example Problems
• 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
• Example Problem
• Chapter 15: Dynamic and Temperature Stresses
• Table 36 Natural Frequencies of Vibration for Continuous Members
• Example Problems
• Appendices: Table 37Factors of Stress Concentration for Elastic Stress
• Table of Physical Properties for Selected Materials
{"ft_lang_label":"__label__en","ft_lang_prob":0.77771616,"math_prob":0.61863685,"size":4798,"snap":"2022-27-2022-33","text_gpt3_token_len":1149,"char_repetition_ratio":0.19586983,"word_repetition_ratio":0.15662651,"special_character_ratio":0.20508546,"punctuation_ratio":0.061307903,"nsfw_num_words":0,"has_unicode_error":false,"math_prob_llama3":0.97830987,"pos_list":[0,1,2],"im_url_duplicate_count":[null,null,null],"WARC_HEADER":"{\"WARC-Type\":\"response\",\"WARC-Date\":\"2022-07-01T11:43:26Z\",\"WARC-Record-ID\":\"<urn:uuid:9ce397c9-3459-4b09-a87c-63778eacae80>\",\"Content-Length\":\"74132\",\"Content-Type\":\"application/http; msgtype=response\",\"WARC-Warcinfo-ID\":\"<urn:uuid:78257e08-c2be-4046-97bf-fbd3bc20880d>\",\"WARC-Concurrent-To\":\"<urn:uuid:6b4dc03c-abf1-4a78-b94f-e76795aa7e4b>\",\"WARC-IP-Address\":\"95.97.10.214\",\"WARC-Target-URI\":\"https://www.mensys.eu/nl/graphics/cad/roark-s-worksheet-library-6th-edition-for-ptc-mathcad-prime-40\",\"WARC-Payload-Digest\":\"sha1:XJXXAU6ROQYV55KWPEZ4NJVE3FM23UO5\",\"WARC-Block-Digest\":\"sha1:7IV7TF37A7KDEKF4N5SPNBR6IFQGB24Q\",\"WARC-Identified-Payload-Type\":\"text/html\",\"warc_filename\":\"/cc_download/warc_2022/CC-MAIN-2022-27/CC-MAIN-2022-27_segments_1656103940327.51_warc_CC-MAIN-20220701095156-20220701125156-00387.warc.gz\"}"}