Open Access Open Access  Restricted Access Subscription Access

Steel Chimney Using STAAD Pro

Vaikuntham K

Abstract


Using STAAD.Pro CONNECT Edition V22, an 80-meter-tall self-supporting steel chimney was analyzed for wind and seismic loads in this study. Tremor examination is proceeded according to IS 1893(Part 4)- 2016 and wind investigation is finished according to IS 875(Part 3)2015. The seismic analysis is carried out using response spectrum techniques. From the review, it is inferred that static way of behaving of tall self-supporting steel fireplaces.

 


Full Text:

PDF

References


Aleksandar M. Simonović,Slobodan N.Stupar,Ognjen M. Peković; “Stress Distribution as a Cause of Industrial Steel Chimney Root Section Failure”; FME Transactions (2008); VOL. 36, No 3 119-125

G.Murali, B.Mohan, P.Sitara and P.Jayasree; “Response of Mild Steel chimney Under Wind Loads”, International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 , Vol. 2, Issue 2, Mar-Apr 2012, pp.490-498

Rajkumar, Vishwanath. B. Patil “Analysis of Self-Supporting Chimney”, International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, Volume-3, Issue-5, October 2013; pp- 85-91

Kirtikanta Sahoo, PradipSarka, Robin Davis; “Analysis of Self-supported Steel Chimney with the Effects of Manhole and geometrical Properties”, International Journal of scientific and Engineering Research; Volume 4; Issue 5; ISSN 2229-5518 May 2013; pp-250-253

Rinki, ShashiShekhar Singh; “Response of Flare base Self supporting Steel stack Under the static & dynamic wind loads with variable wind speed”; International Journal of Engineering Research and General Science Volume 4, Issue 4, July-August, 2016; pp-391-39


Refbacks

  • There are currently no refbacks.