imranjam
-
Posts
7 -
Joined
-
Last visited
Content Type
Profiles
Forums
Events
Everything posted by imranjam
-
Calculating Partition Wall Load on Slab
imranjam replied to Muhammad Munaf's topic in General Discussion
Normally we take 15 psf to 20 psf. see section 1606.2 of UBC 97 code -
ETABS 2015
-
performance based seismic design of concrete building
-
thanks for your response
-
I am having 1 year of experience in structural design (buildings). I am graduated from UET and searching job. I request the members if somebody have job in their office. Please let me know. Please find attached the CV. Thanks imran.pdf
-
Correlation_BC_and_K.pdf
-
Dear seniors! can we ignore column to beam capacity ration in top story. i am designing a eight story commercial building in seismic zone 2b.
