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Continuous 2-span Beam Calculations /
Complicated polynomial equations describe the deflection and internal shear and moment distribution in a two-span continuous beam (a beam pinned at each end and roller-supported at a point between the pin supports) and are cumbersome to use in hand calculations. This Excel workbook employs these equ...
Clasificación: | Libro Electrónico |
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Autor principal: | |
Formato: | Video |
Idioma: | Inglés |
Publicado: |
New York, N.Y. :
McGraw-Hill Education LLC.,
c2017.
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Colección: | McGraw-Hill's AccessEngineering.
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Temas: | |
Acceso en línea: | Texto completo |
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028 | 4 | 2 | |a S0032 |b McGraw-Hill Education LLC |
040 | |a IN-ChSCO |b eng |e rda | ||
041 | 0 | |a eng | |
046 | |k 2017 | ||
050 | 4 | |a TA645 | |
082 | 0 | 4 | |a 624.171 |2 23 |
100 | 1 | |a Rossow, Mark, |u Ph.D., P.E., Former Chairperson of Civil Engineering, Southern Illinois University Edwardsville. | |
245 | 1 | 0 | |a Continuous 2-span Beam Calculations / |c Mark Rossow. |
264 | 1 | |a New York, N.Y. : |b McGraw-Hill Education LLC., |c c2017. | |
490 | 1 | |a McGraw-Hill's AccessEngineering | |
500 | |a Title from title Spreedsheet. | ||
520 | 3 | |a Complicated polynomial equations describe the deflection and internal shear and moment distribution in a two-span continuous beam (a beam pinned at each end and roller-supported at a point between the pin supports) and are cumbersome to use in hand calculations. This Excel workbook employs these equations to automatically calculate maximum values, plots and tables of beam deflections, shear, and moments. The external reactions acting on the beam are also calculated. The user specifies beam length, load (concentrated forces and distributed forces) values and positions, and elastic modulus. Results are given in clearly labeled output cells, tables, and plots. | |
518 | |a Originally produced by Mark Rossow 2017. | ||
538 | |a Mode of access: World Wide Web. | ||
546 | |a In English. | ||
588 | |a Description based on title URL and its spreadsheet viewed on May 16, 2017. | ||
650 | 0 | |a Span. | |
650 | 0 | |a Beam. | |
710 | 1 | |a McGraw-Hill Education LLC. |e publisher. | |
773 | 0 | |t Continuous 2-span Beam Calculations |d New York, N.Y. : McGraw-Hill Education, 2017 | |
830 | 0 | |a McGraw-Hill's AccessEngineering. | |
856 | 4 | 0 | |u https://accessengineeringlibrary.uam.elogim.com/browse/spreadsheet_S0032_Continuous_2-span_Beam_Calculations |z Texto completo |