21.2
Vigas prismáticas: resolución de problemas
En el diseño de una viga de madera soportada sometida a una carga distribuida, son fundamentales tanto las dimensiones físicas de la viga como las car…
Se diseñará una viga de madera simplemente apoyada para soportar una carga distribuida. Se conocen la longitud y el ancho de la viga, junto con los valores de tensión normales permitidos. Es necesario determinar la profundidad de la viga.
Para resolver esto, se considera toda la viga como un cuerpo libre, y se escriben los balances de momento y fuerza para determinar las reacciones en los soportes.
A continuación, se dibujan los diagramas de fuerza cortante y momento flector de la viga. El valor del momento de flexión es cero en ambos extremos.
El valor máximo absoluto del momento de flexión se determina considerando el área bajo la curva de corte.
El módulo de sección mínimo permitido ahora se calcula utilizando el valor absoluto del momento flector y la tensión admisible dada.
La profundidad mínima requerida en la viga de madera se determina finalmente utilizando la relación entre las dimensiones de la viga y el módulo de sección mínimo permitido.
Esta profundidad es la mínima necesaria para garantizar que la viga pueda soportar con seguridad las cargas impuestas sin exceder la tensión permitida.
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Q1: How do you find support reactions for a simply supported timber beam?
Treat the entire beam as a free body and write moment and force balance equations at the supports. Sum all vertical forces and moments to solve for the reaction forces at each support. These reactions are essential inputs for constructing shear force and bending moment diagrams that guide the design process.
Q2: What do shear force and bending moment diagrams reveal about beam design?
Shear force and bending moment diagrams show how internal forces vary along the beam's length. The maximum bending moment typically occurs at the beam's midpoint for uniformly distributed loads. These diagrams identify critical locations where stress is highest, enabling designers to calculate the minimum section modulus needed for safe design.
Q3: How is the minimum section modulus calculated in beam design?
Divide the maximum absolute bending moment by the allowable normal stress for the timber material. This quotient represents the minimum section modulus required to prevent the beam from exceeding allowable stress limits. The section modulus directly relates to the beam's cross-sectional geometry and determines its load-carrying capacity.
Q4: Why does timber grade and species matter in beam design calculations?
Timber grade and species determine the allowable stress values used in design calculations. Different timber types have different strength characteristics and allowable stresses. These material properties directly influence the minimum section modulus and ultimately the beam depth required to safely support the applied loads.
Q5: What is the final step in determining a timber beam's minimum depth?
Calculate the beam's minimum depth using the relationship between the beam's cross-sectional dimensions and the minimum allowable section modulus. This depth ensures the beam can carry imposed loads without exceeding allowable stress or deflection limits. The calculated depth is the minimum necessary for structural integrity and safety.
Q6: How does the bending moment diagram help determine beam depth?
The bending moment diagram shows where maximum bending moment occurs, typically at the midpoint for uniformly distributed loads. By identifying this maximum value and applying the design formula with allowable stress, engineers calculate the required section modulus. This modulus then determines the minimum beam depth needed for design of prismatic beams for bending.
Q7: What role does the area under the shear curve play in beam design?
The area under the shear force curve represents the bending moment at any section along the beam. By calculating this area, designers determine the maximum absolute bending moment value needed for section modulus calculations. This relationship between shear and bending moment is fundamental to the systematic design approach for timber beams.