Simplified Mechanics and Strength of MaterialsWiley, 1951 - 275 páginas |
Dentro del libro
Resultados 1-3 de 78
Página 111
... forces exerted on the portion of the beam built into the wall ; the resultants of these forces are indicated in Fig . 61 ( c ) . An overhanging beam is a beam that rests on two 111 SHEARING STRESSES IN BEAMS Types of Beams.
... forces exerted on the portion of the beam built into the wall ; the resultants of these forces are indicated in Fig . 61 ( c ) . An overhanging beam is a beam that rests on two 111 SHEARING STRESSES IN BEAMS Types of Beams.
Página 145
... beam . SOLUTION . A diagram of the beam and load , Fig . 82 , is drawn , and , by scaling , the height of the triangular load carried by the beam is found to be 8.7 ' . As the wall is 16 " in thickness , 1.33 ' , 10 X 8.7 X 1.33 2 = 58 ...
... beam . SOLUTION . A diagram of the beam and load , Fig . 82 , is drawn , and , by scaling , the height of the triangular load carried by the beam is found to be 8.7 ' . As the wall is 16 " in thickness , 1.33 ' , 10 X 8.7 X 1.33 2 = 58 ...
Página 179
... beam is safe with respect to strength in bending . EXAMPLE . A 6 " x 8 " timber beam is used for a cantilever having ... BEAMS OF TWO MATERIALS 95. INVESTIGATION OF BEAMS 179.
... beam is safe with respect to strength in bending . EXAMPLE . A 6 " x 8 " timber beam is used for a cantilever having ... BEAMS OF TWO MATERIALS 95. INVESTIGATION OF BEAMS 179.
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