Saturday, 20 July 2019

EXAMPLE 2.7.3. ESTIMATING A CONCRETE WALL

A concrete wall, 3 inches thick with general dimensions of 3.00m high by 7.00m long is to be erected. Specify class B mixture using 40kg- cement bags.

Take the total area of the wall:


               



SLAB THKABCABCSANDGRAVEL
(40KG)(40KG)(40KG)(50KG)(50KG)(50KG)
cmbagsbagsbagsbagsbagsbagscu.m.cu.m.
5.0 0.450 0.375 0.300 0.350 0.300 0.350 0.0250 0.050
7.5 0.675 0.563 0.450 0.525 0.450 0.375 0.0375 0.075
10.0 0.900 0.750 0.600 0.700 0.600 0.500 0.0500 0.100
12.5 1.125 0.938 0.750 0.875 0.750 0.625 0.0630 0.125
15.0 1.350 1.125 0.900 1.050 0.900 0.750 0.0750 0.150
17.5 1.575 1.313 1.050 1.225 1.050 0.875 0.0880 0.175
20.0 1.800 1.500 1.200 1.400 1.200 1.000 0.1000 0.200
22.5 2.030 1.688 1.350 1.575 1.350 1.125 0.1125 0.225
25.0 2.250 1.875 1.500 1.750 1.500 1.250 0.1250 0.250
27.5 2.475 2.063 1.650 1.925 1.650 1.375 0.1380 0.275
30.0 2.700 2.250 1.800 2.100 1.800 1.500 0.1500 0.300

From the table, determine 3 inches of class B coefficients.

  • Cement   = 0.563
  • Sand       = 0.0375
  • Gravel    = 0.075








Back to 2.0. Estimating Concrete
             2.7. Estimating Concrete Slabs by the Area Method

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