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Showing results for tags 'staad'.
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Not a regular user of STAAD and I m really confused by the floor loads. The floor is 3" thick RCC slab. How 2 different floor loads have been applied in dead loads as 50 and 122 psf? The pics are also attached. For 3" slab, shouldn't it be 150*3/12=37.5 psf.
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Hi does any one has knowledge of staad pro and seismic and wind load definition for say a simple T support (steel structure). can any one share some notes or tutorial BR
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software are the tools that provide assistance to make things more accurate . i am using these softwares bt i am intrested to know what are the limitations of these?
