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The design of prismatic beams, structural elements with a uniform cross-section, focuses on ensuring safety and structural integrity under load. The design process begins by determining the allowable stress, either from material properties tables, or by dividing the material's ultimate strength by a safety factor. This safety factor is essential for accommodating uncertainties, and varies depending on the material—timber, steel, or concrete—with each having unique strength and stress characteristics. Its value will depend on the selected material and the structure's intended use.

Next, plot shear force and bending moment diagrams to visualize load distribution and identify maximum bending stress points. This visualization is key to optimizing beam dimensions to maximize safety and efficiency of the beam.

Finally, calculate the minimum section modulus that will allow the beam to resist bending stress. Higher moduli indicate a greater resistance. For timber beams, the designer specifies a cross-section shape ratio that will produce the desired modulus. For steel beams, the designerselects from pre-existing sections, ensuring the beam's modulus exceeds the calculated minimum. This selection guarantees that the beam can withstand bending forces, maintaining structural safety and stability.

This systematic approach combines safety considerations with material and load analysis, ensuring the chosen beam upholds the structure's integrity and reliability under anticipated loads, ultimately securing long-term structural performance.

Tags
Prismatic BeamsStructural DesignBending StressShear Force DiagramsBending Moment DiagramsAllowable StressSafety FactorMaterial PropertiesSection ModulusTimber BeamsSteel BeamsLoad AnalysisStructural IntegrityCross section Shape Ratio

From Chapter 21:

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21.1 : Design of Prismatic Beams for Bending

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21.2 : Prismatic Beams: Problem Solving

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21.3 : Singularity Functions for Shear

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21.4 : Singularity Functions for Bending Moment

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