PITCH ROOF CALCULATION | QUANTITY SURVEY | VOLUME OF CONCRETE & AREA OF SHUTTERING
For a given drawing of Pitch
Roof find
1. Volume of Concrete
2. Area of Shuttering
c = √(3.52 + 1.02)
c = 3.64 m (inclined length)
1. Volume Of Concrete For Each Panel = Area X Thickness Of Slab
=
(a/4) x √(4b2 ‐ a2) x t
= (3.5/4) x √(4 x 3.642 ‐ 3.52) x
0.15
= (3.5/4) x 6.383 x 0.15
= 4.175 x 0.15
= 0.83 m3
No. of panels = 6
Total Volume of Concrete required = 0.83 x
6 = 4.98 m3
2. Shuttering Area = Peripheral length x
thickness of slab + Bottom area of Slab
= 6R
x t + slab area
Area of each panel = (a/4) x √(4b2 ‐ a2)
= (3/4) x √(4 x 3.642 ‐ 3.52)
= (3/4) x 6.38
= 4.787 m2
No. of panels = 6
Slab Area - Total area = 6 x 4.787 = 28.722 m2
= 6R
x t + slab area
= 6 x 3.5 x 0.15 + 28.722
Shuttering Area = 31.87 m2
Must read: Hardy Slab Calculation | Quantity Survey | Volume Of Concrete & Area Of Shuttering
Must read: Waffle Slab Calculation | Quantity Survey | Volume Of Concrete & Area Of Shuttering
Must read: Semi‐Round Stair‐Case Calculation | Quantity Survey | Volume Of Concrete & Area Of Shuttering
Must read: Lift-Pit Calculation | Quantity Survey | Volume Of Concrete And Area Of Shuttering
Must read: Ramp Calculation | Quantity Survey | Volume Of Concrete & Area Of Shuttering
Must
read: Dome
Slab Calculation | Quantity Survey | Volume Of Concrete | Area Of Shuttering
If you find
This information is helpful, please share it.
Thanks! For reading the article...
No comments:
Post a Comment