Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
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Página 25
... reactions DE and EA . PROBLEMS 25 - A - B - C - D . Letter the beams shown in Figs . 22 ( a ) , ( b ) , ( c ) , and ( d ) in any convenient manner , and determine the ... REACTIONS 25 Reactions Found Graphically Parallel Truss Reactions.
... reactions DE and EA . PROBLEMS 25 - A - B - C - D . Letter the beams shown in Figs . 22 ( a ) , ( b ) , ( c ) , and ( d ) in any convenient manner , and determine the ... REACTIONS 25 Reactions Found Graphically Parallel Truss Reactions.
Página 27
... at the position shown . Assuming that a roller bearing is used at the right reaction , making , its direction vertical , draw the force polygon of the TRUSS REACTIONS , ROLLER AT ONE END 27 Truss Reactions, Roller at One.
... at the position shown . Assuming that a roller bearing is used at the right reaction , making , its direction vertical , draw the force polygon of the TRUSS REACTIONS , ROLLER AT ONE END 27 Truss Reactions, Roller at One.
Página 53
... Reactions Found by Moments . For beams that are not symmetrically loaded , beams for which the reactions are of un- equal magnitudes , the design of the beam requires that the magni- tudes of the reactions be determined . Article 25 ...
... Reactions Found by Moments . For beams that are not symmetrically loaded , beams for which the reactions are of un- equal magnitudes , the design of the beam requires that the magni- tudes of the reactions be determined . Article 25 ...
Contenido
CHAPTER | 1 |
Elements of a Force | 9 |
Equilibrant | 15 |
Derechos de autor | |
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Términos y frases comunes
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