THE DERIVATION OF FORMULA FOR DEFLECTION OF STATICALLY INDETERMINATE EXTERNALLY FLAT TRUSS UNDER LOAD AT MIDSPAN

Astakhov Sergey

doi:doi:10.12737/article_596f6d7da0eb38.03494133

THE DERIVATION OF FORMULA FOR DEFLECTION OF STATICALLY INDETERMINATE EXTERNALLY FLAT TRUSS UNDER LOAD AT MIDSPAN

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THE DERIVATION OF FORMULA FOR DEFLECTION OF STATICALLY INDETERMINATE EXTERNALLY FLAT TRUSS UNDER LOAD AT MIDSPAN

Journal: CONSTRUCTION AND ARCHITECTURE Volume 5 № 2 , 2017

Rubrics: 05.23.01 CONSTRUCTION DESIGNS, BUILDINGS AND CONSTRUCTIONS

GRNTI 67.01 Общие вопросы строительства BBK 308 Монтаж, эксплуатация, ремонт машин и промышленного оборудования

Astakhov Sergey ¹

Author and publication information

Authors:

1. NIU "MEI" (Robototehniki, mehatroniki, dinamiki i prochnosti mashin)

Moscow, Russian Federation

Type:

Article

DOI:

https://doi.org/10.12737/article_596f6d7da0eb38.03494133

Pages:

from 130 to 134

Status:

Published

Received:

19.07.2017

Accepted:

01.08.2017

Published:

01.08.2017

Subject area:

GRNTI 67.01 Общие вопросы строительства
BBK 308 Монтаж, эксплуатация, ремонт машин и промышленного оборудования

Language:

Russian

Keywords:

ferma, progib, indukciya, reakcii opor, formula Maksvella–Mora, Maple

Abstract and keywords

Abstract (English):
Vyvedeny formuly dlya progiba ploskoy staticheski opredelimoy fermy. Usiliya v sterzhnyah fermy nahodyat metodom vyrezaniya uzlov v sisteme komp'yuternoy matematiki Maple. Dlya vychisleniya progiba primenyaetsya formula Maksvella–Mora. Obobschenie reshe- niy na proizvol'noe chislo paneley vypolnyaetsya metodom indukcii. Dlya resheniya rekurrentnyh uravneniy ispol'zuyutsya operatory Maple. Naydeny formuly dlya usiliy v kriti- cheskih sterzhnyah i reakcii opor.

Keywords:
ferma, progib, indukciya, reakcii opor, formula Maksvella–Mora, Maple

References

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