imranjam
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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 -
imranjam reacted to a post in a topic:
A Brief Introduction
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imranjam reacted to a post in a topic:
Slenderness of Columns
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Performance Based Seismic Design
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imranjam reacted to a post in a topic:
Performance Based Seismic Design
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MIK reacted to a post in a topic:
Which Etabs Version is the best?
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ETABS 2015
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Ayesha reacted to a post in a topic:
I need help in selecting FYP Title
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performance based seismic design of concrete building
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thanks for your response
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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
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UmarMakhzumi reacted to a post in a topic:
Modelling pile subgrade reaction
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Correlation_BC_and_K.pdf
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imranjam reacted to a post in a topic:
Modelling pile subgrade reaction
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imranjam reacted to a post in a topic:
Column to Beam Capacity Ratio
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imranjam reacted to a post in a topic:
Column to Beam Capacity Ratio
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imranjam reacted to a post in a topic:
Column to Beam Capacity Ratio
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imranjam reacted to a post in a topic:
IS PAKISTAN PREPARED ENOUGH TO HANDLE THE NEXT "BIG ONE"??
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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.