Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
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Página 124
... thickness of the web , in inches . If we are to determine the maximum shearing unit stress we consider that section of the beam at which V has its maximum magnitude . EXAMPLES EXAMPLE . A 12 ′′ I 31.8 # ( 12 ′′ standard I - beam ...
... thickness of the web , in inches . If we are to determine the maximum shearing unit stress we consider that section of the beam at which V has its maximum magnitude . EXAMPLES EXAMPLE . A 12 ′′ I 31.8 # ( 12 ′′ standard I - beam ...
Página 209
... thickness of the gusset is 3 " , the angle legs are 516 " in thickness , and the rivets are 3/4 " in diameter , the gusset being the enclosed plate . With these data we make the diagram shown in Fig . 116 ( b ) . Next , by the use of ...
... thickness of the gusset is 3 " , the angle legs are 516 " in thickness , and the rivets are 3/4 " in diameter , the gusset being the enclosed plate . With these data we make the diagram shown in Fig . 116 ( b ) . Next , by the use of ...
Página 217
... thickness of the part containing the hole plus 5/16 " , rounded to the next greater odd sixteenth . The diameter of the hole should not be greater than three times the thickness of the weld metal . The width of the slot , as shown in ...
... thickness of the part containing the hole plus 5/16 " , rounded to the next greater odd sixteenth . The diameter of the hole should not be greater than three times the thickness of the weld metal . The width of the slot , as shown in ...
Contenido
CHAPTER | 1 |
Elements of a Force | 9 |
Equilibrant | 15 |
Derechos de autor | |
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allowable axial load allowable load allowable unit stress angle bars center of moments centroid column compressive stresses compressive unit stress Compute the maximum concentrated load cross section cross-sectional area deflection deformation determine diameter distance double bearing elastic limit EXAMPLE EXAMPLE factor of safety fillet weld flexure formula force polygon free body diagram funicular polygon hence indicated in Fig inertia intersection length line of action linear foot magnitude material maximum bending maximum shear modulus of elasticity moment of inertia neutral surface parallel parallelogram of forces pier plate pounds per linear pounds per square pressure PROBLEMS R₁ radius of gyration reactions reinforced concrete resisting respect resultant rivet rods section modulus shaft shear diagram shearing stress shearing unit stress shown in Fig simple beam single bearing slenderness ratio SOLUTION span square inch stirrups Table tensile stresses thickness three forces truss uniformly distributed load weight width zero