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...
