Form of presentation | Articles in international journals and collections |
Year of publication | 2018 |
Язык | английский |
|
Egorova Sabina Misir kyzy, author
|
Bibliographic description in the original language |
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. MM/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
|
Annotation |
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.
|
Keywords |
Glued Wood, Lens-Shaped Truss, Building Structures, The Structures Without Bars, Distributive Snow Load
|
The name of the journal |
Helix Vol. 8(1)
|
Please use this ID to quote from or refer to the card |
https://repository.kpfu.ru/eng/?p_id=173283&p_lang=2 |
Full metadata record |
Field DC |
Value |
Language |
dc.contributor.author |
Egorova Sabina Misir kyzy |
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/eng/?p_id=173283&p_lang=2 |
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 |
Articles in international journals and collections |
ru_RU |
|