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H L

wall_230   15.2 4.75

slab_roof    2.85 1.9

slab_floor    3 2.85 1.9

1 Tie_beam   5 1.9 1

Floor_beam   4 2.85 1

Column   4 3.3 1

FOOTI! LO#$

H L

wall_230 15.2 3.8

wall_115 11.2 2.85

2 slab_roof 1 2.85 1.9

slab_floor 3 3.8 2.85

Tie_beam 5 3.85 1

Floor_beam 4 2.85 1Column   4 3.3 1

FOOTI! LO#$

%orner%olumn

ne&' 'o%orner%olumn

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4.(0 332.12

7.00 37.91

7.00 113.72

1.73 1(.39 0.23 0.3 25

3.75 42.75 0.3 0.5 25

3.75 49.50 0.3 0.5 25

592.38

4.(0 2(5.70

2.30 73.42

7.00 37.91

7.00 227.43

1.73 33.21 0.23 0.3 25

3.75 42.75 0.3 0.5 253.75 49.50 0.3 0.5 25

729.90

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I)T*+CTIO TO +),

1 T-is wor s-ee' use %on'ribu'r/ area me'-o 'o e' foo'in loa

2 firs' wall loa 'ransferre 'o '-e %olumn is %al%ula'e

en'er len'- of wall

en'er wei-' of wall er sm' w-i%- is for 230mm '-i% bri% masonar/ 20.2

3 en'er len'- an brea'- of slab : w' er )m' of slab for roof slab

en'er len'- an brea'- of slab : w' er )m' of slab mul'il/ b/ no of floor 4 for beams en'er len'- w' er *; mul'il/ b/ no of floor 

5 for %olumn en'er len'- w' er *; mul'il/ b/ no of floor 

( finall/ '-e sum u all '-e

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  364.(0)m'