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Cite this DOI

10.46243/jstj.2017.v2.i3.136 · Using Stadd Pro: Building Design And Analysis

APA (7th edition)

J.Mohan, C. Selin Ravikumar, & T.S.Thandavamoorthy (2017). Using Stadd Pro: Building Design And Analysis. *Journal of Science & Technology*, *02*(03), 27–33. https://doi.org/10.46243/jstj.2017.v2.i3.136

⬇ text Italics are shown as *asterisks* in plain text — the journal or book title and the volume.

BibTeX

@article{jmohan2017using,
  author    = {J.Mohan and C. Selin Ravikumar and T.S.Thandavamoorthy},
  title     = {{Using Stadd Pro: Building Design And Analysis}},
  journal   = {Journal of Science \& Technology},
  year      = {2017},
  month     = {may},
  volume    = {02},
  number    = {03},
  pages     = {27--33},
  publisher = {Longman Publishers},
  issn      = {2456-5660},
  doi       = {10.46243/jstj.2017.v2.i3.136},
  url       = {https://doi.org/10.46243/jstj.2017.v2.i3.136},
  language  = {en},
  abstract  = {The design of modern civil engineering structures is highly complicat ed and the basic design is very important on various aspects. The design involves load calculations manually and analysis of the whole structure by STAAD Pro. The design ways utilized in STAAD-Pro analysis square measure Limit State style conformist to Indian customaryCode of follow. STAADpro options state of the art programme, visual image tools, powerful analysis and style engines with advanced finite part (FEM) and dynamic analysis capabilities.STAAD Beava STAAD Advance Analysis STAAD (X) Tower RM Bridge LEAP Bridge. From model generation, analysis and design to visualization and result verification, STAAD.Pro is a professional’s choice. In this paper the writers analyzed and designed a G+5 storey building by considering dead, live, and wind loads. The writers further considered a 3 -D RCC frame with 5 bays in x -axis and 4 bays in z -axis. The y -axis consisted of G+5 floors. The floor height was 3 m. The structure was subjected to self weight, dead load, live load, and wind load p rescribed under various load cases presented in the paper. The writers also checked the deflection of different members under the given loading combinations. The design of the building relies upon the minimum needs as prescribed within the Indian customary Codes. The minimum needs bearing on the structural safety of buildings ar being lined by method of birth down minimum stylehundreds that got to be assumed for dead loads, imposed loads, and other external loads, the structure would be required to bear. St rict conformity to loading standards recommended to the IS codes was adhered to}
}

⬇ .bib

RIS (EndNote, Zotero, Mendeley)

TY  - JOUR
TI  - Using Stadd Pro: Building Design And Analysis
AU  - J.Mohan
AU  - C. Selin Ravikumar
AU  - T.S.Thandavamoorthy
JO  - Journal of Science & Technology
PY  - 2017
DA  - 2017/05/08/
VL  - 02
IS  - 03
SP  - 27
EP  - 33
PB  - Longman Publishers
SN  - 2456-5660
LA  - en
AB  - The design of modern civil engineering structures is highly complicat ed and the basic design is very important on various aspects. The design involves load calculations manually and analysis of the whole structure by STAAD Pro. The design ways utilized in STAAD-Pro analysis square measure Limit State style conformist to Indian customaryCode of follow. STAADpro options state of the art programme, visual image tools, powerful analysis and style engines with advanced finite part (FEM) and dynamic analysis capabilities.STAAD Beava STAAD Advance Analysis STAAD (X) Tower RM Bridge LEAP Bridge. From model generation, analysis and design to visualization and result verification, STAAD.Pro is a professional’s choice. In this paper the writers analyzed and designed a G+5 storey building by considering dead, live, and wind loads. The writers further considered a 3 -D RCC frame with 5 bays in x -axis and 4 bays in z -axis. The y -axis consisted of G+5 floors. The floor height was 3 m. The structure was subjected to self weight, dead load, live load, and wind load p rescribed under various load cases presented in the paper. The writers also checked the deflection of different members under the given loading combinations. The design of the building relies upon the minimum needs as prescribed within the Indian customary Codes. The minimum needs bearing on the structural safety of buildings ar being lined by method of birth down minimum stylehundreds that got to be assumed for dead loads, imposed loads, and other external loads, the structure would be required to bear. St rict conformity to loading standards recommended to the IS codes was adhered to
DO  - 10.46243/jstj.2017.v2.i3.136
UR  - https://doi.org/10.46243/jstj.2017.v2.i3.136
ER  -

⬇ .ris

CSL-JSON

{
    "type": "article-journal",
    "id": "10.46243/jstj.2017.v2.i3.136",
    "DOI": "10.46243/jstj.2017.v2.i3.136",
    "URL": "https://doi.org/10.46243/jstj.2017.v2.i3.136",
    "title": "Using Stadd Pro: Building Design And Analysis",
    "source": "Smart Scholars DOI Registry",
    "container-title": "Journal of Science & Technology",
    "author": [
        {
            "family": "J.Mohan"
        },
        {
            "family": "C. Selin Ravikumar"
        },
        {
            "family": "T.S.Thandavamoorthy"
        }
    ],
    "issued": {
        "date-parts": [
            [
                2017,
                5,
                8
            ]
        ]
    },
    "volume": "02",
    "issue": "03",
    "page": "27-33",
    "publisher": "Longman Publishers",
    "language": "en",
    "abstract": "The design of modern civil engineering structures is highly complicat ed and the basic design is very important on various aspects. The design involves load calculations manually and analysis of the whole structure by STAAD Pro. The design ways utilized in STAAD-Pro analysis square measure Limit State style conformist to Indian customaryCode of follow. STAADpro options state of the art programme, visual image tools, powerful analysis and style engines with advanced finite part (FEM) and dynamic analysis capabilities.STAAD Beava STAAD Advance Analysis STAAD (X) Tower RM Bridge LEAP Bridge. From model generation, analysis and design to visualization and result verification, STAAD.Pro is a professional’s choice. In this paper the writers analyzed and designed a G+5 storey building by considering dead, live, and wind loads. The writers further considered a 3 -D RCC frame with 5 bays in x -axis and 4 bays in z -axis. The y -axis consisted of G+5 floors. The floor height was 3 m. The structure was subjected to self weight, dead load, live load, and wind load p rescribed under various load cases presented in the paper. The writers also checked the deflection of different members under the given loading combinations. The design of the building relies upon the minimum needs as prescribed within the Indian customary Codes. The minimum needs bearing on the structural safety of buildings ar being lined by method of birth down minimum stylehundreds that got to be assumed for dead loads, imposed loads, and other external loads, the structure would be required to bear. St rict conformity to loading standards recommended to the IS codes was adhered to",
    "ISSN": "2456-5660"
}

⬇ .json What citeproc and reference managers read; the DOI system hands it out for Accept: application/vnd.citationstyles.csl+json, and so does this registry's resolver.

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