how to calculate rate analysis for column shuttering
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Answer / rustam jamal
Assume Column Size- 1.200x0.300 and Height = 3.000
than Qty for Conc. = =1.2x0.30x3.0= 1.080Cum
Shuttering Area = 2x1.2x3.0=7.20
= 2x0.30x3.0=1.8
Total =9.0Sqm
In 9.0sqm Shutterin 1.08 Cum Conc. req.
so For 1 Cum Shuttering Qty = 8.333
In case of Columns we required 8.33 sqm of shuttering area
in 1 Cum of Concrete
| Is This Answer Correct ? | 88 Yes | 31 No |
Answer / ajinkya patil
for 1.2x0.3 c/s and 3 m height
total shuttering area = ((1.2*2)+(0.3*2))*3= 9 sq.m
calculate total plywood or shutters required
a)cost of ply or shutter panels.
b)cost of supporting material required.
c)labour cost of shuttering.
d)labour cost of deshuttering.
e)jointing materials like nails & tie bars & other miscellaneous material
cost per sq.m= (a+b+c+d+e)/total shuttering area
| Is This Answer Correct ? | 26 Yes | 7 No |
Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.
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