Project 1
Sol. LyLy/LxLx=9/3 =3 which is greater than 2 so it is a one way slab. Thickness of slab= 0.120m Self weight of the slab= 25x0.120 =3 KN/m^2 Live load= 5 KN/m^2 Floor Finish= 3 KN/m^2 Total Load= 3+5+3= 11 KN/m^2 Load from Slab to Beam= 11x9x1.5x2 …
Vishal S
updated on 02 Sep 2021
Project Details
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Read more Projects by Vishal S (3)
Project 1
Sol. LyLy/LxLx=9/3 =3 which is greater than 2 so it is a one way slab. Thickness of slab= 0.120m Self weight of the slab= 25x0.120 =3 KN/m^2 Live load= 5 KN/m^2 Floor Finish= 3 KN/m^2 Total Load= 3+5+3= 11 KN/m^2 Load from Slab to Beam= 11x9x1.5x2 …
02 Sep 2021 10:05 AM IST
Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
Q. Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction. Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the…
24 Jul 2021 07:46 AM IST
Project on Concrete Mix Design for various grades of Concrete
1. Concrete mix design for M35 grade concrete with fly ash. Step 1- Stipulations for proportioning Grade of designation = M35 Type of cement = OPC43 grade Type of mineral admixture = Fly ash maximum nominal size of aggregate = 20mm minimum cement content = 320kg/m^3…
09 Jul 2021 08:45 AM IST