Strength of Materials |
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Page 80
At B, the stresses are oppositely directed, and the resultant stress is the
difference between S2 and Si. At the inside fiber C, however, the two stresses are
collinear and in the same sense; their sum produces the maximum stress in the
section.
At B, the stresses are oppositely directed, and the resultant stress is the
difference between S2 and Si. At the inside fiber C, however, the two stresses are
collinear and in the same sense; their sum produces the maximum stress in the
section.
Page 460
The Maximum Stress Theory. The maximum stress theory proposed by R'ankine
is the oldest as well as the simplest of all the theories. It is based on the
assumption that failure occurs when the maximum principal stress on an element
reaches ...
The Maximum Stress Theory. The maximum stress theory proposed by R'ankine
is the oldest as well as the simplest of all the theories. It is based on the
assumption that failure occurs when the maximum principal stress on an element
reaches ...
Page 461
This indicates that the maximum tensile or compressive stress alone is not
sufficient to define yielding. Nevertheless, this theory does give results that agree
well with test results from brittle materials. The Maximum Strain Theory.
According to ...
This indicates that the maximum tensile or compressive stress alone is not
sufficient to define yielding. Nevertheless, this theory does give results that agree
well with test results from brittle materials. The Maximum Strain Theory.
According to ...
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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 |