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Showing results for tags 'wind'.
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AsSalaam alaikum, In designing a steel gable frame structure to carry crane and loads, having frame to frame distance 6.5 mitre, and distance betn the two columns of a frame is 13 m. Everything was ok before applying wind load. I applied wind loads as exposure from shell objects as there are n...
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Hello everyoneI analysed two different structures and discovered that etabs gave the wind loads as constant lateral loads at the top of each floor (except for the top floor which was lower for some reason). I expected the loads to increase as one went up floor by floor not be a constant value. Is th...
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I have created auto generated all wind loads cases using ASCE 07-10 in load pattern. It automatically generates all 12 cases for wind i.e. Wind-1,WInd-2,Wind-3 to Wind-12. When i generate the default load combination, it shows only 6 load combinations including wind load case. In load combination...
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hello all few questions about wind load and shear wall: - does it make sense the wind load leads to deformation o 260 mm for 20 storey 40X20 building ? effective speed ~ 52 m/s, basic speed 24 m/s - when I added the shear it seems that it reduce the deformation to 240 ~ 230 mm is that...
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For a building of 450 ft height, when I start analysis in ETABS, it shows an error that Wind Analysis can not be done as per UBC-97 therefore use ASCE Whats the reason behind?
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DEARS; WHAT IS THE WIND LOAD AS KN/M2 TO TAKE INTO CONSIDERATIONIN DESINGING BOUNDARY WALL OF HEIGHT 3 M ?
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Has anyone done the wind analysis on bridges using British Standards ( BD 37/01). I have a few questions regarding its application on structure and live load both.
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Can any body give me referrence of clause which is generally used in foundation design that is "33 increase in bearing capacity of soil is allowed under application of wind or seismic loads"
- 16 replies
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- foundation
- load
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how to define wind load in static load cases in ETABS???
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Dear members, does the footings are effected by wind and earthquake loadings?it is said that the wind and earthquake doesn't effect the footings but the superstructure.
- 2 replies
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- Foundation
- wind
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Hi Everyone, This happened 2/3 days ago. What do you think about it. http://www.theprovin...fCUOHTk2qSvwErf I would say, vortex shedding can move it like that.. whats your take?? Reagrds,