please guys test this sheet and give me feedback i would happy to see some comments and more if anyone could find technical error that would be really appreciated
hey guys help needed !! while designing a doubly reinforced beam suppose i am designing a fixed end beam as we know for a fixed end beam there is WL^2/12 (100 kn-m in my case) moment develop on fixed end and WL^2/24 (50 kn-m in my case ) moment develop on middle which is half of the end moment...
yes i have considered the effective depth for longer span = effective depth for shorter span - dia of bar
however i assure you that this don't make much different
hello i guys i am designing a water distribution network through Epanet i need to know the standard design requirement as per Indian standard so i could proceed with my designing standard for pressure, velocity etc.
Hey guys i have made a excel sheet for design of two way slab i was wondering if you guys could check it out a feedback from your end would be appreciated a lot. use this excel sheet in pc and also enable macro. thanks
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