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Minimum-Weight Design of Beams for Deflection
Design procedures for minimum weight, statically determinate beams are developed using a deflection criterion. Optimum flange width and web thickness variations are described for I-beams designed with respect to bending and shear deflection. The role of material properties for these beams is discussed from the point of view of stiffness and strength.
Minimum-Weight Design of Beams for Deflection
Design procedures for minimum weight, statically determinate beams are developed using a deflection criterion. Optimum flange width and web thickness variations are described for I-beams designed with respect to bending and shear deflection. The role of material properties for these beams is discussed from the point of view of stiffness and strength.
Minimum-Weight Design of Beams for Deflection
Barnett, Ralph L. (author)
Transactions of the American Society of Civil Engineers ; 128 ; 221-255
2021-01-01
351963-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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