Resistance of Materials /
| Autor principal: | |
|---|---|
| Formato: | Libro |
| Publicado: |
New York :
John Wiley & Sons,
1935
|
| Edición: | 2a ed. |
| LEADER | 01409nam a2200181 a 4500 | ||
|---|---|---|---|
| 008 | 050201s1935||||xxua |||||||||||||||||| | ||
| 082 | 0 | |a 620.11 |b S578m | |
| 100 | 1 | |a Seely, Fred B. | |
| 245 | 1 | 0 | |a Resistance of Materials / |c Fred B. Seely. |
| 250 | |a 2a ed. | ||
| 260 | |a New York : |b John Wiley & Sons, |c 1935 | ||
| 300 | |a 436 p. ; |b il. | ||
| 592 | |a I. Stress and StrainII. Thin-Walled Cylinders and Sphere.Riveted and Welded JointsIII. Stress and Strain Caused by Torsional LoadsIV. Transvese Loads. Stresses in BeamsV. Deflection of BeamsVI. Statically Indeteminate BeamsVII. Combined Axial and Bending Loads Eccentric LoadsVIII. Compression Members. ColunmsIX. Relation Between Stresses at Point on Different Planes Passing Through the Point. Theories of FailureX. Repeated Loads. Fatigue of MetalsXI. Impact and Energy LoadsXII. Deflection of Starically Determinate BeamsXIII. Statically Indeterminate BeamsXIV. Limitation of The flexure formula for sections havin only one axis of SymetryXV. Unsymmetrical BendingXVI. Curved Flexural MembersXVII. Flat PlatesXVIII. Thick-Walled CylindersXIX. Torsional Resistence of Bars Having No-circular Cross - SectionsXX. Composite Beams | ||
| 991 | |a No asignado | ||
| 992 | |a 21/08/2009 | ||
| 942 | |c BK | ||
| 999 | |c 93668 |d 93668 | ||
| 952 | |0 0 |1 0 |4 0 |6 620_110000000000000_S578M |7 0 |8 CG |9 169600 |a 15 |b 15 |c CG |d 2012-08-15 |i 15002668 |o 620.11 S578m |p 15002668 |r 2012-08-15 |t 1 |w 2012-08-15 |y BK | ||