Tag Archive for Tag: Cantilevered-Span Construction

Tag: Cantilevered-Span Construction Design Provisions for Flexural Members

Design of flexural members requires consideration primarily of bending and shear strength, deflection, and end bearing. Strength of Flexural Members The stress induced in a beam (or other flexural member) when subjected to design loads should not exceed the strength of the member. The maximum bending stress ƒb at any section of a beam is given by the flexural formula ƒb = 

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