Strength of Materials |
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Page 31
A convenient variation of Hooke's law is obtained by replacing S by its P , S
equivalent — and replacing e by — , so that Eq. (2-3) becomes A L or PL _ SL 6 -
AE - E (2-4) Eq. (2-4) expresses the relation among the total deformation 5, the ...
A convenient variation of Hooke's law is obtained by replacing S by its P , S
equivalent — and replacing e by — , so that Eq. (2-3) becomes A L or PL _ SL 6 -
AE - E (2-4) Eq. (2-4) expresses the relation among the total deformation 5, the ...
Page 50
But in some cases it may not be feasible to permit these temperature
deformations; the result is that internal forces are created ... A general procedure
for computing the loads and stresses caused when temperature deformation is
prevented is ...
But in some cases it may not be feasible to permit these temperature
deformations; the result is that internal forces are created ... A general procedure
for computing the loads and stresses caused when temperature deformation is
prevented is ...
Page 62
Slice (2) will rotate past slice (1) until the elastic fibers joining them are deformed
enough to create a resisting torque which balances the applied torque. When this
... This type of deformation proceeds throughout the length L of the shaft.
Slice (2) will rotate past slice (1) until the elastic fibers joining them are deformed
enough to create a resisting torque which balances the applied torque. When this
... This type of deformation proceeds throughout the length L of the shaft.
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Common terms and phrases
acting actual allowable angle applied assumed axes axis beam shown bending bending moment cantilever carries caused centroid circle CN CN column compressive compressive stress compute concentrated consider constant couple cross section deflection deformation Determine developed diameter direction distance distributed distributed load effect elastic curve element equal equation equivalent expressed flange flexural stress force formula ft-lb given gives Hence horizontal ILLUSTRATIVE inertia lb/ft length limit load loaded as shown material maximum method midspan moments negative neutral axis obtain occurs plane plate positive Prob PROBLEMS produce reaction reference relation resisting respect restrained resultant rivet segment shear diagram shearing stress shown in Fig shows simply supported slope Solution Solve span steel strain strength supported Table tangent tensile thickness varies vertical wall weight weld yield zero
Bibliographic information
| Title | Strength of Materials Harper International Student Repr Harper international edition International student reprints |
| Author | Ferdinand Leon Singer |
| Edition | 2 |
| Publisher | Harper, 1962 |
| Original from | the University of Michigan |
| Digitized | 29 Nov 2007 |
| Length | 590 pages |
| Export Citation | BiBTeX EndNote RefMan |