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Circular Column Minimum Bars
Sajid Usmani and one other reacted to UmarMakhzumi for a topic
reminds me of a question on mid term of masters exam, where a concrete wall had temperature of a -30 on 1 side and +18 on other with an udl on top and reinforcement placed at the center of the wall and the question to find the critical load for that given reinforcement and wall section.. that was pretty cruel !2 points -
Circular Column Minimum Bars
Waqar Saleem and one other reacted to UmarMakhzumi for a topic
A column subjected to bending will have one face in tension and other will be in compression. Central bar will have minimal contribution.2 points -
Pier Luigi Nervi
Muhammad Ali Dayo reacted to Badar (BAZ) for a topic
Pier Luigi Nervi (June 21, 1891 – January 9, 1979) was an Italian engineer. He studied at the University of Bologna and qualified in 1913. Dr. Nervi taught as a professor of engineering at Rome University from 1946-61. He is widely known as a structural engineer and an architect, and for his innovative use of reinforced concrete. Attached is the pic from on his structures. Roof of multipurpose hall,material is RCC.
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Circular Column Minimum Bars
UmarMakhzumi reacted to Waqar Saleem for a topic
thank you everybody!!!!i have another question that with same reinforcement one column circular other rectangular, which will be better???1 point -
Job Places
UmarMakhzumi reacted to Khummi for a topic
Exactly ! Steel Buildings Manufacturer and Suppliers. Construction is not our scope but we take care of that as well.1 point -
Circular Column Minimum Bars
Waqar Saleem reacted to Ayesha for a topic
If a column with a single rebar is subjected to compressive or tensile force only, in that case rebar would be effective at center or NA. Consider it same as providing reinforcement at Beam Neutral Axis. its a waste. Universities should teach beam column in undergrad so that such concepts be more clear.1 point -
Pier Luigi Nervi
UmarMakhzumi reacted to Khummi for a topic
Ather it's a Reinforced concrete ribbed dome with membrane roofing.1 point -
Job Places
UmarMakhzumi reacted to Khummi for a topic
Working as a Business Development/Supervisor Engineer with Asian Building Systems (Pvt) Ltd. Purely Steel - Pre-Engineered Buildings1 point -
Circular Column Minimum Bars
Ayesha reacted to Badar (BAZ) for a topic
a bar in centre will be useless as rft is needed for taking tension. One can use 4 bars and use rectangular ties.1 point -
Never Use Risabase In Metric Units
Ayesha reacted to Khalid Iqbal for a topic
Dont share your conversation but tell us where things get screwed?1 point -
Facebook Login Issues
WR1 reacted to UmarMakhzumi for a topic
Hi Everyone, If you have tried to sign up using facebook and do not have full access to forum, its most likely because you didn't fill in all the fields when signing up. Review your profile and make sure you have all necessary fields filled in especially "Display Name". I have seen a lot of sign ups with an empty display name. You have to fill it to complete the registration process. Thanks!1 point -
Help Section
WR1 reacted to UmarMakhzumi for a topic
Hi everyone, The following link contains detailed information about using sepakistan.com . Please review it if you want to know how advance use of any feature in the forum. http://www.sepakistan.com/index.php?app=core&module=help Thanks1 point
