long wall short wall method | long wall and short wall method | long wall short wall method of estimation problems pdf

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How to Calculate the Long wall - Short Wall Method of Building Estimation |Estimating By Long wall - Short Wall Method|long wall short wall method|lon

long wall short wall method | long wall and short wall method | long wall short wall method of estimation problems pdf

INTRODUCTION :

long wall short wall method

Longwall - Short Wall Method:

Calculation:

Procedure:

First, we have to calculate, the out-to-out length of the longwall & in to in length of the short wall above the plinth level.

Out to out longwall = [room length + (2nos. × wall thickness)]

                                = [5m. + (2nos. × 0.3m.)]

                                = 5.60m.



In to in short wall = room width 

                                = 3.5m.

Now, 

Length of longwall of a particular item

    =  [out to out longwall + (2 × one side offset)]

Length of the short wall of a particular item 

    = [ in to in short wall - (2 × one side offset)]

Where one side offset or half offset

    = [(breadth of the item - wall thickness above plinth) ÷ 2]


1.  calculation of Excavation for foundation:


One side offset = [(breadth of the item - wall thickness above plinth) ÷ 2] 

                        =  [(1.20m. - 0.3m.) ÷ 2]

                        = 0.45m.

Length of longwall of excavation

   = [out to out longwall + (2 × one side offset)]

    = [ 5.60m. + (2 × 0.45m.)]

    = 6.50m.

Length of short wall of excavation

  =[ in to in short wall - (2 × one side offset)]

   = [ 3.5m. - (2 × 0.45m.)]

   = 2.6m.


Excavation volume at longwall

= 2nos. × [longwall length × breadth × depth]

= 2nos. × [ 6.5m. × 1.20m. × 0.7m.]

= 2nos. × [ 5.46 cum.] = 10.92 cum.


Excavation volume at short wall

= 2nos. × [short wall length × breadth × depth]

= 2nos. × [ 2.6m. × 1.20m. × 0.7m.]

= 2nos. × [ 2.184 cum.] = 4.368 cum.


The total volume of the excavation

= [volume at long wall + volume at short wall]

= [10.92 cum. + 4.368 cum.]

= 15.288 cum.   

   
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2. PCC in foundation:


   Length of longwall of PCC =  length of longwall of excavation = 6.5m.

  Length of short wall of PCC =  length of short of excavation = 2.6m. 


 PCC volume at longwall

= 2nos. × [longwall length × breadth × thickness]

= 2nos. × [ 6.5m. × 1.20m. × 0.15m.]

= 2nos. × [ 1.17 cum.] = 2.34 cum.


PCC volume at short wall

= 2nos. × [short wall length × breadth × thickness]

= 2nos. × [ 2.6m. × 1.20m. × 0.15m.]

= 2nos. × [ 0.468 cum.] = 0.936 cum.



The total volume of the foundation PCC 

= [volume at long wall + volume at short wall]

= [2.34 cum. + 0.936 cum.]

= 3.276 cum.   

                                                        

3. Foundation:


One side offset = [(breadth of the item - wall thickness above plinth) ÷ 2] 

                        =  [(0.9m. - 0.3m.) ÷ 2]

                        = 0.3m.



Length of longwall of foundation

   = [out to out longwall + (2 × one side offset)]

    = [ 5.60m. + (2 × 0.3m.)]

    = 6.20m.



Length of short wall of foundation

  =[ in to in short wall - (2 × one side offset)]

   = [ 3.5m. - (2 × 0.3m.)]

   = 2.9m.



Foundation volume at longwall

= 2nos. × [longwall length × breadth × depth]

= 2nos. × [ 6.2m. × 0.9m. × 0.55m.]

= 2nos. × [ 3.069 cum.] = 6.138 cum.



Foundation volume at short wall

= 2nos. × [short wall length × breadth × depth]

= 2nos. × [ 2.9m. × 0.9m. × 0.55m.]

= 2nos. × [ 1.436 cum.] = 2.871 cum.



   The total volume of the foundation

= [volume at longwall + volume at short wall]

= [6.138 cum. + 2.871 cum.]

= 9.009 cum.   



 4. Plinth wall:

One side offset = [(breadth of the item - wall thickness above plinth) ÷ 2] 

                        =  [(0.6m. - 0.3m.) ÷ 2]

                        = 0.15m.



Length of longwall of plinth

   = [out to out longwall + (2 × one side offset)]

    = [ 5.60m. + (2 × 0.15m.)]

    = 5.9m.



Length of short wall of plinth

  =[ in to in short wall - (2 × one side offset)]

   = [ 3.5m. - (2 × 0.15m.)]

   = 3.2m.



Plinth volume at longwall

= 2nos. × [longwall length × breadth × depth]

= 2nos. × [ 5.9m. × 0.6m. × 0.45m.]

= 2nos. × [ 1.593 cum.] = 3.186 cum.



Plinth volume at short wall

= 2nos. × [short wall length × breadth × depth]

= 2nos. × [ 3.2m. × 0.6m. × 0.45m.]

= 2nos. × [ 0.864 cum.] = 1.728 cum.



The total volume of the plinth

= [volume at long wall + volume at short wall]

= [3.186 cum. + 1.728 cum.]

= 4.914 cum.   

5. Room wall:


As there is no offset for room wall 

Longwall length = out to out longwall length = 5.6m.

Short wall-length = in to in short wall-length = 3.5m. 



Room volume at longwall

= 2nos. × [longwall length × breadth × height]

= 2nos. × [ 5.6m. × 0.3m. × 3m.]

= 2nos. × [ 5.04 cum.] = 10.08 cum.



Room volume at short wall

= 2nos. × [short wall length × breadth × height]

= 2nos. × [ 3.5m. × 0.3m. × 3m.]

= 2nos. × [ 3.15 cum.] = 6.30 cum.



   The total volume of the room wall 

= [volume at long wall + volume at short wall]

= [10.08 cum. + 6.30 cum.]

= 16.38 cum. 



Note: The estimation is done in an elaborate way so that you will understand the concept clearly. Actually, the estimation is done in a table format as shown below.


 

Sl. No.

Description

Nos.

Length

in m.

Breadth

in m.

Depth

in m.

Qty.

 in cum

Total Qty.

in cum.

1.

Excavation for foundation.

 

 

1a.

Long wall

2

6.5

1.2

0.7

5.46

10.92

1b.

Short wall

2

2.6

1.2

0.7

2.184

4.368

 

Total volume of excavation

15.288

2.

PCC for foundation.

 

2a.

Long wall

2

6.5

1.2

0.15

1.17

2.34

2b.

Short wall

2

2.6

1.2

0.15

0.468

0.936

 

Total volume of foundation PCC

3.276

3.

Foundation

 

3a.

 Long wall

2

6.2

0.9

0.55

3.069

6.138

3b.

Short wall

2

2.9

0.9

0.55

1.436

2.871

Total volume of foundation

9.009

4.

Plinth

4a.

Long wall

2

5.9

0.6

0.45

1.593

3.186

4b.

Short wall

2

3.2

0.6

0.45

0.864

1.728

 

Total volume of plinth

4.914

5.

Room wall

5a.

Long wall

2

5.6

0.3

3.0

5.04

10.08

5b.

Short wall

 

Total volume of room wall

2

3.5

0.3

3.0

3.15

 6.30

 

16.38



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