| Форма представления | Статьи в зарубежных журналах и сборниках |
| Год публикации | 2018 |
| Язык | английский |
|
Егорова Сабина Мисир кызы, автор
|
| Библиографическое описание на языке оригинала |
Sabina M. Rzaeva, Svetlana V. Zonina, Lida A. Feoknistova, Tatiana V. Rzaeva. Calculation and Design of the Wooden Lens-Shaped Truss with the Value of Snow Load on the Horizontal Ground Surface 3.2 Kpa. ММ/Helix Vol. 8(1): 2516 – 2521/Received: 21st October 2017, Accepted: 16th November 2017, Published: 31st December 2017.
2018 Helix ISSN 2319 – 5592 http://www.helix.dnares.in/wp-content/uploads/2017/12/2516-2521.934.pdf
|
| Аннотация |
In this paper, they considered the algorithm for a
lenticular shaped truss calculation, in accordance with
the set of rules «Wooden glued and all-wood
structures« SNiP II - 25 - 80 (CR 64.13330 - 2011).
The results of load calculation concerning the own
weight of the truss, the calculation of the uniformly
distributed constant load located on the whole span, the
calculation of the distributed snow load with the
triangular outline are presented. The calculated forces
in the elements of the truss are determined by the
methods of knot cutting out, the longitudinal forces N
and the bending moments M are calculated in the upper
belt panels. The section of the truss is selected and
checked. The result of the above calculations is a
positive evaluation of a building design possibility with
the span of 24 m at the calculation of the load-bearing
structures for the maximum possible loads, where a
wooden segmented lens-shaped truss is proposed as a
cover.
|
| Ключевые слова |
Glued Wood, Lens-Shaped Truss, Building Structures, The Structures Without Bars, Distributive Snow Load
|
| Название журнала |
Helix Vol. 8(1)
|
| Пожалуйста, используйте этот идентификатор, чтобы цитировать или ссылаться на эту карточку |
https://repository.kpfu.ru/?p_id=173283 |
Полная запись метаданных  |
| Поле DC |
Значение |
Язык |
| dc.contributor.author |
Егорова Сабина Мисир кызы |
ru_RU |
| dc.date.accessioned |
2018-01-01T00:00:00Z |
ru_RU |
| dc.date.available |
2018-01-01T00:00:00Z |
ru_RU |
| dc.date.issued |
2018 |
ru_RU |
| dc.identifier.citation |
Sabina M. Rzaeva, Svetlana V. Zonina, Lida A. Feoknistova, Tatiana V. Rzaeva. Calculation and Design of the Wooden Lens-Shaped Truss with the Value of Snow Load on the Horizontal Ground Surface 3.2 Kpa. ММ/Helix Vol. 8(1): 2516 – 2521/Received: 21st October 2017, Accepted: 16th November 2017, Published: 31st December 2017.
2018 Helix ISSN 2319 – 5592 http://www.helix.dnares.in/wp-content/uploads/2017/12/2516-2521.934.pdf
|
ru_RU |
| dc.identifier.uri |
https://repository.kpfu.ru/?p_id=173283 |
ru_RU |
| dc.description.abstract |
Helix Vol. 8(1) |
ru_RU |
| dc.description.abstract |
In this paper, they considered the algorithm for a
lenticular shaped truss calculation, in accordance with
the set of rules «Wooden glued and all-wood
structures« SNiP II - 25 - 80 (CR 64.13330 - 2011).
The results of load calculation concerning the own
weight of the truss, the calculation of the uniformly
distributed constant load located on the whole span, the
calculation of the distributed snow load with the
triangular outline are presented. The calculated forces
in the elements of the truss are determined by the
methods of knot cutting out, the longitudinal forces N
and the bending moments M are calculated in the upper
belt panels. The section of the truss is selected and
checked. The result of the above calculations is a
positive evaluation of a building design possibility with
the span of 24 m at the calculation of the load-bearing
structures for the maximum possible loads, where a
wooden segmented lens-shaped truss is proposed as a
cover.
|
ru_RU |
| dc.language.iso |
ru |
ru_RU |
| dc.subject |
Glued Wood |
ru_RU |
| dc.subject |
Lens-Shaped Truss |
ru_RU |
| dc.subject |
Building Structures |
ru_RU |
| dc.subject |
The Structures Without Bars |
ru_RU |
| dc.subject |
Distributive Snow Load
|
ru_RU |
| dc.title |
Calculation and Design of the Wooden Lens-Shaped Truss with the Value of Snow Load on the Horizontal Ground Surface 3.2 Kpa |
ru_RU |
| dc.type |
Статьи в зарубежных журналах и сборниках |
ru_RU |
|
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