Discussion :: GATE Exam Questions - Section 1 (Q.No.47)
|Anupama said: (Jan 26, 2014)|
|1.2 DL+1.2 LL+1.2 EQ = DESIGN MOMENT.
1.2*50 + 1.2*80 + 1.2*180 = DESIGN MOMENT.
60+96+216 = DESIGN MOMENT.
DESIGN MOMENT = 372.
|Vamsi said: (Aug 11, 2014)|
|What about wind load?|
|Dileepbarnwal said: (Sep 24, 2014)|
|Design moment = maximum of 1.2(DL + LL + EQ/WL).|
|Anurag Srivastava said: (Sep 26, 2015)|
|Then why wind load is given when it is optional.|
|Saajan said: (Nov 27, 2015)|
|Wind load is given because this question is for GATE examination. Just for the sole purpose of creating confusion.|
|Shail said: (Dec 16, 2015)|
If there is seismic wave then the effect of wind is neglected, it is not optional.
|Vaibhav said: (Jan 28, 2017)|
|Is it every time possible that, wind load is always less than earthquake load?|
|Arya said: (Apr 18, 2017)|
|Assumed as wind and earthquake forces will never act together, so seismic only considered.|
|Tapash Paul said: (Jan 1, 2018)|
|Here, the seismic load is maximum w.r.t wind load, so the seismic load is considered.|
|Shakil Alwar said: (Jan 6, 2018)|
|Wind load and earthquake load not consider together.|
|Swar said: (Apr 9, 2019)|
|Yes, it is a rule that wind load and earthquake loads should not be considered together.|
|Santosh said: (Dec 25, 2020)|
|Thank you all.|
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