Mechanics of MaterialsThis text provides a clear, comprehensive presentation of both the theory and applications of mechanics of materials. The text examines the physical behaviour of materials under load, then proceeds to model this behaviour to development theory. The contents of each chapter are organized into well-defined units that allow instructors great flexibility in course emphasis. writing style, cohesive organization, and exercises, examples, and free body diagrams to help prepare tomorrow's engineers. The book contains over 1,700 homework problems depicting realistic situations students are likely to encounter as engineers. These illustrated problems are designed to stimulate student interest and enable them to reduce problems from a physical description to a model or symbolic representation to which the theoretical principles may be applied. The problems balance FPS and SI units and are arranged in an increasing order of difficulty so students can evaluate their understanding of the material. |
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Results 1-3 of 78
Page 71
... length of As . During deformation , points A and B are displaced to A ' and B ' , and the line becomes a curve having a length of As ' , Fig . 2-2b . The change in length of the line is therefore As ' As . If we define the average ...
... length of As . During deformation , points A and B are displaced to A ' and B ' , and the line becomes a curve having a length of As ' , Fig . 2-2b . The change in length of the line is therefore As ' As . If we define the average ...
Page 102
... length of 2.00 in . The data is listed in the table . Plot the stress - strain diagram and determine approximately the modulus of elas- ticity , the ultimate stress , and the rupture stress . Use a scale of 1 in . 15 ksi and 1 in ...
... length of 2.00 in . The data is listed in the table . Plot the stress - strain diagram and determine approximately the modulus of elas- ticity , the ultimate stress , and the rupture stress . Use a scale of 1 in . 15 ksi and 1 in ...
Page 663
... length , Le . Obviously , for a pin - ended column Le L , Fig . 13-12a . For the fixed and free - ended column analyzed above , the deflection curve was found to be one - half that of a column that is pin - connected and has a length of ...
... length , Le . Obviously , for a pin - ended column Le L , Fig . 13-12a . For the fixed and free - ended column analyzed above , the deflection curve was found to be one - half that of a column that is pin - connected and has a length of ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress average shear stress axial force axial load beam beam's bolt cause centroid compressive computed constant cross section cross-sectional area deflection deformation Determine the average determine the maximum displacement distributed load Draw the shear elastic curve example free-body diagram ft Prob Hooke's law in² internal torque kip/ft kN·m kN/m length linear-elastic loading shown material maximum shear stress mm² modulus of elasticity Mohr's circle moment of inertia N/m² neutral axis plane plastic positive principal stresses radius sectional area segment shear center shear force shear strain shear-stress distribution shown in Fig sign convention slope SOLUTION statically indeterminate stress acting stress components stress developed stress distribution stress is Tallow stress-strain diagram subjected Tallow Tavg tensile tensile stress thickness tion Tmax torque tube vertical wire yield zero ΕΙ