Monday 29 July 2019

EXAMPLE 7.5.1. ESTIMATING CHB WALL REINFORCEMENT

Determine the 10mm vertical and horizontal reinforcement fr the CHB wall 4.0m length and 3.0m high. Reinforcement is spaced at 80cm on centers vertically and every three layers respectively.


a. Direct counting:

For horizontal reinforcement: Horizontal reinforcement is every three layers of CHB height as 0.20m, thus total height of each layer is 0.60m.

          


        
          
       
So, for horizontal reinforcement: 5 layers of 4.00m D10mm rebars.

For vertical reinforcement:

       

         

So, for vertical reinforcement: 5 layers of 3.00 D10 rebars.


To convert the needed steel bars in commercial sizes, the least wastage is by using 7.5m lengths cut into 4m and 3m (wastage: 0.50m each bar).

So, use:     5pcs D10mm x 7.50m RSB


b. Square Meter Method or Area Method:


           

For vertical reinforcement, using the table:



SPACINGLENGTH OF BARSLENGTH OF BARS

PER BLOCK
PER SQ.M.
cm.
m.
m.



40
0.235
2.930
60
0.171
2.130
80
0.128
1.600




Convert into commercial lengths:  4pcs D10mm x 5.00m

For horizontal reinforcement, using the table:



SPACING
LENGTH OF BARS
LENGTH OF BARS
LAYERS
PER BLOCK
PER SQ.M.

m.
m.



2
0.264
3.30
3
0.172
2.15
4
0.138
1.72




This can be converted to:      4pcs D10mm x 5.00m
                                           1pc  D10mm x 6.00m


In summary, order:               8pcs D10mm x 5.00m RSB
                                           1pc  D10mm x 6.00m  RSB

c. Unit Block Method. This method requires the number of CHB.

       


From the table above:

Vertical reinforcement:

                

Convert into commercial lengths:  4pcs D10mm x 5.00m

Horizontal reinforcement:

                     

This can be converted to:      4pcs D10mm x 5.00m
                                           1pc  D10mm x 6.00m


In summary, order:               8pcs D10mm x 5.00m RSB

                                           1pc  D10mm x 6.00m  RSB

Note: The results of the two last methods yield the total number of bars needed. The estimator would have no means of knowing the lengths of bars to be installed vertically and horizontally. Bar scheduling with these methods would be hard to identify.



Back to 7.0. Estimating Concrete Reinforcement

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