BEAMS
By: Pacheco, Edgardo S [author]
Copyright date: 1993Subject(s): Interactive computer systems In: Philippine Engineering Journal vol. 14, no. 2: (December 1993), pages 71-74Abstract: An interactive computer program was developed for the universal solution of the differential equation of the elastic curve which was derived by the author in an earlier paper. This program determines the reactions at the supports and constructs the shear and bending moment diagrams of statically determinate as well as statically indeterminate beams. It computes the maximum bending and transverse shear stresses for eight beam cross-sections. It also makes a sketch of the elastic curve and determines the deflection at selected points as well as the maximum deflection. The beam supports may be at the same or at different levels.| Item type | Current location | Home library | Call number | Status | Date due | Barcode | Item holds |
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JOURNAL ARTICLE
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COLLEGE LIBRARY | COLLEGE LIBRARY PERIODICALS | Not for loan |
An interactive computer program was developed for the universal solution of the differential equation of the elastic curve which was derived by the author in an earlier paper. This program determines the reactions at the supports and constructs the shear and bending moment diagrams of statically determinate as well as statically indeterminate beams. It computes the maximum bending and transverse shear stresses for eight beam cross-sections. It also makes a sketch of the elastic curve and determines the deflection at selected points as well as the maximum deflection. The beam supports may be at the same or at different levels.
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