Mechanics of Materials |
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Page 147
The horizontal beam is assumed to be rigid and supports the distributed load
shown. Determine the vertical reactions at the supports. Each support consists of
a wooden post having a diameter of 120 mm and an unloaded (original) length of
1 ...
The horizontal beam is assumed to be rigid and supports the distributed load
shown. Determine the vertical reactions at the supports. Each support consists of
a wooden post having a diameter of 120 mm and an unloaded (original) length of
1 ...
Page 397
As shown in Fig. l-\9d, this component, like the shear stress, is approximately
zero throughout the thickness of the element since the walls are assumed to be
thin and the top and bottom surfaces of the element are free of stress. To
summarize ...
As shown in Fig. l-\9d, this component, like the shear stress, is approximately
zero throughout the thickness of the element since the walls are assumed to be
thin and the top and bottom surfaces of the element are free of stress. To
summarize ...
Page 670
Determine the critical buckling load for the column. The material can be assumed
rigid. Prob. 13-1 13-2. The leg in (a) acts as a column and can be modeled (b) by
the two pin-connected members that are attached to a torsional spring having a ...
Determine the critical buckling load for the column. The material can be assumed
rigid. Prob. 13-1 13-2. The leg in (a) acts as a column and can be modeled (b) by
the two pin-connected members that are attached to a torsional spring having a ...
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Contents
Contents | 1 |
Strain | 67 |
Mechanical Properties of Materials | 83 |
Copyright | |
16 other sections not shown
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq assumed average normal stress axes axial force axial load beam is subjected beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation deter Determine the maximum diameter distributed load Draw the shear elastic curve Example factor of safety free-body diagram Hooke's law inertia internal loadings kip/ft length linear-elastic loading shown material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle neutral axis normal strain plane stress plastic positive principal stresses radius resultant internal sectional area segment shaft shear center shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram tensile tensile stress thickness torque torsional tube vertical yield zero
Bibliographic information
| Title | Mechanics of Materials |
| Author | R. C. Hibbeler |
| Edition | 2 |
| Publisher | Macmillan College Pub., 1994 |
| ISBN | 0023544457, 9780023544453 |
| Length | 830 pages |
| Export Citation | BiBTeX EndNote RefMan |