Post on 05-Jul-2018
8/16/2019 Column Load Calculation_TEMPLATE
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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
8/16/2019 Column Load Calculation_TEMPLATE
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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
8/16/2019 Column Load Calculation_TEMPLATE
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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
8/16/2019 Column Load Calculation_TEMPLATE
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364.(0)m'