Mechanics of Materials |
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Page 385
If the allowable shear stress is Tanow = 400 psi, deter- reactions on the beam.
mine the intensity w of the largest distributed load that can be applied to the
beam. 4 in. 1.5 in. Probs. 7-16/7-17 Probs. 7-19/7-20 8 in. 7-21. Railroad ties
must be ...
If the allowable shear stress is Tanow = 400 psi, deter- reactions on the beam.
mine the intensity w of the largest distributed load that can be applied to the
beam. 4 in. 1.5 in. Probs. 7-16/7-17 Probs. 7-19/7-20 8 in. 7-21. Railroad ties
must be ...
Page 411
Deter- 7-63. The beam is subjected to a shear force of V = 5 kip. De- mine the
shear stress at points A and B and compute the maximum termine the shear flow
at points A and B. shear stress in the beam. There is a very small gap at C. *7-64.
Deter- 7-63. The beam is subjected to a shear force of V = 5 kip. De- mine the
shear stress at points A and B and compute the maximum termine the shear flow
at points A and B. shear stress in the beam. There is a very small gap at C. *7-64.
Page 416
Deter- tion shown. If it is subjected to a shear of V = 150 N, determine mine the
shear flow at point A. the shear flow at points A and B. *7-96. The H-beam is
subjected to a shear of V = 80 kN. *7-92. The aluminum strut is 10 mm thick and
has ...
Deter- tion shown. If it is subjected to a shear of V = 150 N, determine mine the
shear flow at point A. the shear flow at points A and B. *7-96. The H-beam is
subjected to a shear of V = 80 kN. *7-92. The aluminum strut is 10 mm thick and
has ...
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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 |