Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
Dentro del libro
Resultados 1-3 de 26
Página 62
... concentrated load of 600 # at 2 ' 0 " from one end . Compute , by mental arithmetic , the magnitude of the reac- tions . See Art . 43 . 44 - D . A beam 12 ′ 0 ′′ in length and weighing 200 pounds per linear foot has a vertical concentrated ...
... concentrated load of 600 # at 2 ' 0 " from one end . Compute , by mental arithmetic , the magnitude of the reac- tions . See Art . 43 . 44 - D . A beam 12 ′ 0 ′′ in length and weighing 200 pounds per linear foot has a vertical concentrated ...
Página 137
... load is given as W , the total load , or w , the number of pounds per linear foot . If , for a uniformly distributed load , we compute the value of the bending moment at various ... Concentrated Load at Center of Span of a Simple Beam.
... load is given as W , the total load , or w , the number of pounds per linear foot . If , for a uniformly distributed load , we compute the value of the bending moment at various ... Concentrated Load at Center of Span of a Simple Beam.
Página 143
... concentrated loads of 4,500 # each at the third points of span . Compute the maximum bending moment . 79 - B . A uniformly distributed load ... LOAD ON A SIMPLE BEAM 143 Triangular Load on a Simple Beam.
... concentrated loads of 4,500 # each at the third points of span . Compute the maximum bending moment . 79 - B . A uniformly distributed load ... LOAD ON A SIMPLE BEAM 143 Triangular Load on a Simple Beam.
Contenido
CHAPTER | 1 |
Elements of a Force | 9 |
Equilibrant | 15 |
Derechos de autor | |
Otras 64 secciones no mostradas
Otras ediciones - Ver todas
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