By Arturo O. Cifuentes

The concept of penning this ebook got here up one evening whereas having dinner with Ventura on the Crocodile Cafe in Pasadena. This used to be relatively a joint venture, that may have become a nightmare with out her help, encouragement, and services in own desktops. For most of these issues, and for tolerating my occasionally single-minded awareness, i'm very thankful to her. i'm additionally greatly indebted to 6 reliable buddies, Paul Burridge, Mladen Chargin, Gary Dilley, Carl Hennrich, Hector Jensen and Mark Miller, who learn the whole manuscript of this ebook and made many beneficial feedback. I additionally are looking to thank Burt Alperson for his tips and suggestion throughout the practise of this booklet. eventually, I thank the dept of Civil Engineering of the college of Southern California for the aid supplied throughout the process this venture, and my scholars of these types of years for asking tricky questions. Contents creation 1 uncomplicated MSC/NASTRAN ideas 2 PARTl Statics challenge 1 7 1. 1 assertion of the matter 7 1. 2 playing cards brought 7 1. three MSC/NASTRAN formula 7 1. four enter facts Deck eight 1. five effects eleven challenge 2 27 2. 1 assertion of the matter 27 2. 2 playing cards brought 27 2. three MSC/NASTRAN formula 27 2. four enter facts Deck 27 2. five effects 28 challenge three 37 three. 1 assertion of the matter 37 three. 2 playing cards brought 37 three. three MSC/NASTRAN formula 37 three. four enter facts Deck 37 3.

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Additional resources for Using MSC/NASTRAN: Statics and Dynamics

Sample text

The purpose of the SUBTITLE card, which is similar to the TITLE card, is to include additional information describing the analysis. Both the TITLE and the SUBTITLE are printed on top of each page of the output file. The dollar sign can also be used to include comments in the same line an instruction is typed; whatever comes after the dollar sign is considered a comment. The OLOAD=ALL card requests that the external (applied) loads be printed. This is useful to verify that the applied loads are correctly entered.

3xlO-6 in/in of and assume that the reference temperature (the temperature at which the structure is free of thermal stresses) is 20°F. 05 in. 2). A TEMP card is employed to specify the temperatures at the GRID points and a DEFORM card is used to specify the deformation (elongation) applied to ROD 100. The analysis is carried out in one run even though two different loading conditions are specified. The SUBCASE card in the Case Control Deck allows the user to define several loading conditions for the same model.

8 Stresses in ROD elements SIMPLE 2-0 TRUSS; STATIC ANALYSIS SAME TRUSS OF PROS. 1, (ENfORCED DISPLACEMENT) S T RES S E S TORSIONAL AXIAL SAFETY ELEMENT STRESS MARGIN STRESS 10. 0 300 2. 0 900 N ROD SAFETY MARGIN E L E MEN ELEMENT 10. 0 1. 136868E-13 3. 7 Single point constraint forces TYPE POINT 10. SIMPLE 2-0 TRUSS; STATIC ANALYSIS SAME TRUSS OF PROS. 1 Deformed and undeformed shape of the truss. LOU. 41 . T) .... 1. . . 'A'IC KF... utCMI 1 LOAD. 2 Deformed shape of the truss. --oJ Jill! 011.

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