![]() if you find difficulty please let me know. There is no password as such for using it. You need to enter project name and slab number and then click the button along grid N10 where it has been mentioned the file will unlock itself. Please provide password to unprotect it for us to operate. The output will be the area of steel per metre width for the specified moment, minimum steel for flexure, distributor steel and whether the deflection check is satisfied or not. Suggestions for improvement invited.ĭo you have an excel sheet or any other program for the design (not analysis) of an RCC slab section for a known moment, including deflection check ? The input will be the moment per metre width, thickness, grades of concrete & steel and shorter span length & support conditions (simply supported, continuous or cantilever) for deflection check. The sheet is protected and use code: 123 to unprotect it. For details on latest version contact his email.Ī simple Spread Sheet for the design of a normal slab section for a known moment is prepared. ![]() An evaluvation version obtained from him is attached. ![]() Prof K.N.Sheth, Civil Engineeing Dept, DD university/Nadiad have developed good programme on Beam design separately for Rectangular and Tee beam for their education development programme. What is the limitation of this evaluation copy? Posted: Sat 4:08 pm Post subject: Re: Design of rectangular & Tee beam Design
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