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RCC manual

Wednesday, June 3, 2009. RCC design of slabs and beams manually. RCC design of slabs and beams manually. 1) Find the loadings. A) Live load = LL. B) Dead load = DL. C) Floor finish = FF. 2) Find the design load. Design load = 1.5(LL DL FF). 3) Find the edge conditions. Edge conditions = Ly/Lx. 4) Do a deflection check. 4) Do a the moment and steel calculation. Coefficients (x and y) are computed as per clause D-1.1 of IS 456:2000:. Mx = x x W x Lx x Lx:. My = y x W x Lx x Lx:. W = Total Design Load.

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RCC manual | rccmanual.blogspot.com Reviews
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Wednesday, June 3, 2009. RCC design of slabs and beams manually. RCC design of slabs and beams manually. 1) Find the loadings. A) Live load = LL. B) Dead load = DL. C) Floor finish = FF. 2) Find the design load. Design load = 1.5(LL DL FF). 3) Find the edge conditions. Edge conditions = Ly/Lx. 4) Do a deflection check. 4) Do a the moment and steel calculation. Coefficients (x and y) are computed as per clause D-1.1 of IS 456:2000:. Mx = x x W x Lx x Lx:. My = y x W x Lx x Lx:. W = Total Design Load.
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RCC manual | rccmanual.blogspot.com Reviews

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Wednesday, June 3, 2009. RCC design of slabs and beams manually. RCC design of slabs and beams manually. 1) Find the loadings. A) Live load = LL. B) Dead load = DL. C) Floor finish = FF. 2) Find the design load. Design load = 1.5(LL DL FF). 3) Find the edge conditions. Edge conditions = Ly/Lx. 4) Do a deflection check. 4) Do a the moment and steel calculation. Coefficients (x and y) are computed as per clause D-1.1 of IS 456:2000:. Mx = x x W x Lx x Lx:. My = y x W x Lx x Lx:. W = Total Design Load.

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RCC manual: June 2009

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Wednesday, June 3, 2009. RCC design of slabs and beams manually. RCC design of slabs and beams manually. 1) Find the loadings. A) Live load = LL. B) Dead load = DL. C) Floor finish = FF. 2) Find the design load. Design load = 1.5(LL DL FF). 3) Find the edge conditions. Edge conditions = Ly/Lx. 4) Do a deflection check. 4) Do a the moment and steel calculation. Coefficients (x and y) are computed as per clause D-1.1 of IS 456:2000:. Mx = x x W x Lx x Lx:. My = y x W x Lx x Lx:. W = Total Design Load.

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Landscaping Software: Landscaping Software

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Saturday, March 28, 2009. Click here to see my blog on rcc softwares. Click here to see my website on rcc softwares. Click here to see rcc manual. Click here to see cad softwares. Click here to see paying ptc. Click here to earn money by doing paid surveys on indiaspeaks.net. Click here to earn money by doing paid surveys on inonlinesurvey.com. Click here for Landscaping Softwares. Click here to send free Sms to any mobile in India. Below is the list of good Landscaping Softwares. The ease of use is exce...

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Landscaping Software: March 2009

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Saturday, March 28, 2009. Click here to see my blog on rcc softwares. Click here to see my website on rcc softwares. Click here to see rcc manual. Click here to see cad softwares. Click here to see paying ptc. Click here to earn money by doing paid surveys on indiaspeaks.net. Click here to earn money by doing paid surveys on inonlinesurvey.com. Click here for Landscaping Softwares. Click here to send free Sms to any mobile in India. Below is the list of good Landscaping Softwares. The ease of use is exce...

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cad softwares: March 2009

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Tuesday, March 24, 2009. Click here to see my blog on rcc softwares. Click here for Landscaping Softwares. Click here to see my website on rcc softwares. Click here to see rcc manual. Click here to see ptc sites. Click here to earn money by doing paid surveys on indiaspeaks.net. Click here to join paid survey inonlinesurvey.com. Click here to earn money by. Recieving sms on your mobile in india. Click here to earn money by. Click here to join inonlinesurvey.com. 1 Autocad from Autodesk. Is similar to Pro...

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cad softwares: best cad softwares

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Tuesday, March 24, 2009. Click here to see my blog on rcc softwares. Click here for Landscaping Softwares. Click here to see my website on rcc softwares. Click here to see rcc manual. Click here to see ptc sites. Click here to earn money by doing paid surveys on indiaspeaks.net. Click here to join paid survey inonlinesurvey.com. Click here to earn money by. Recieving sms on your mobile in india. Click here to earn money by. Click here to join inonlinesurvey.com. 1 Autocad from Autodesk. Is similar to Pro...

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RCC softwares: RCC softwares

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Sunday, February 22, 2009. Best rcc designing softwares in india. Below are list of some of the best rcc designing softwares in india. 1 SCADDS/Nucleus RC 2007. Click here for Comparison between Theoretical Calculation and STRUDS Result. Click here for FREE DOWNLOAD OF TRIAL VERSION. This is like struds.it does RCC designing and detailing of beams and slabs at all levels, columns and footings. The ease of use is very easy.The features are less than nucleus 2007. Unlike SCADDS/Nucleus RC 2007, BUILD-MASTE...

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RCC softwares: February 2009

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Tuesday, February 24, 2009. Comparison between Theoretical Calculation and STRUDS Result. Slab S1 - Comparison between Theoretical Calculation and STRUDS Result. Comparison between Theoretical Calculation and STRUDS result:. MidShort-Ast (Reqd in mm2) ,Theoretical- 154.4704, STRUDS -154.382, Deviation (%) 0.057. MidLong-Ast (Reqd in mm2) , Theoretical - 113.4108 STRUDS- 113.357, Deviation (%) 0.047. SuppDown -Ast (Reqd in mm2),Theoretical-0.000 ,STRUDS- 0.000, Deviation (%) 0.000. Ast Deviation (%)betwee...

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RCC softwares: Comparison between Theoretical Calculation and STRUDS Result

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Tuesday, February 24, 2009. Comparison between Theoretical Calculation and STRUDS Result. Slab S1 - Comparison between Theoretical Calculation and STRUDS Result. Comparison between Theoretical Calculation and STRUDS result:. MidShort-Ast (Reqd in mm2) ,Theoretical- 154.4704, STRUDS -154.382, Deviation (%) 0.057. MidLong-Ast (Reqd in mm2) , Theoretical - 113.4108 STRUDS- 113.357, Deviation (%) 0.047. SuppDown -Ast (Reqd in mm2),Theoretical-0.000 ,STRUDS- 0.000, Deviation (%) 0.000. Ast Deviation (%)betwee...

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RCC manual

Wednesday, June 3, 2009. RCC design of slabs and beams manually. RCC design of slabs and beams manually. 1) Find the loadings. A) Live load = LL. B) Dead load = DL. C) Floor finish = FF. 2) Find the design load. Design load = 1.5(LL DL FF). 3) Find the edge conditions. Edge conditions = Ly/Lx. 4) Do a deflection check. 4) Do a the moment and steel calculation. Coefficients (x and y) are computed as per clause D-1.1 of IS 456:2000:. Mx = x x W x Lx x Lx:. My = y x W x Lx x Lx:. W = Total Design Load.

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