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good day every one i have simple structure it is small warehouse with dimensions 9.6x4 and Hight is 6m it has one wall side fully opened 9.6x6=57.6m2 other openings in other walls = 9.6*2.1+4*2.1*2=40m2 my question is is this structure classified as opened or partially enclosed? and if wind...

good day every one 4 i have simple structure it is smll war house with dimensions 9.6x4 and Hight is 6m it has one wall side fully opened 9.6x6=57.6m2 other openings in other walls = 9.6*2.1+4*2.1*2=40m2 my question is is this structure classified as opened or partially enclosed? and if wind...

Thanks, a lot for above clarifications and explanations. really this was a valuable discussion which i got new experience in this part. i am grateful to you let me please come back if i faced any further problems. thanks again

Thanks Mr/Ms 271828/HTURKAK please note that the applied loads are required as per client/consultant. requiremements and as per porject specifications as there are finished and slab covering and MEP, so these loads are required. already i check the vibration using staad with code of AISC360-10...

first of all thank you for you interest and responce this is a mezzanine into exciting concrete Mall building using deck slab com floor 120mm for loads of SDDL 3 kn/m2 & 5 Live loads member size main beam size is WEB 1650x20+2 flanges 400x40 with spacing 7m between concrete columns loads...

Good Day every one i had to design mezzanine with big span around 30m x30m using I Built up section. it is not allowable to use truss due to architect issues. i had designed using Etabs and verifying by STAAD i found that walking acceleration is safe and within limit. but natural frequency...