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Load on Columns

Slab loads Floor Roof  

Slab thickness(mm) 120

Dead load 3.0 3.0

Floor nish 1.0 2.3

!artition loads 1.0 0.0

Li"e loads 2.0 1.#

 $otal 7.0 6.8

Floor hei%ht 3.0 m

!ara&et hei%ht 1.0 m

C1 For corner column L1 4.0 '1 3.0

all idth *uter 0.23 +nner 11#wt/m run

'eam L 3.# si,e 0.23 0.3- 1.50

Col L 3.0 si,e 0.23 0. 2.30

/o of oors Floors

Floor Roof  

Self ei%ht of beams 1#.0 #.23 k/

Self ei%ht of column 1-.0- 3.# k/

all load 121.- 1#. k/

Slab loads 3.00 20.2# k/

Load at rade le"el 10.01

Total load on corner column 22-.2 .34 272.66L*5D6m26Floor 22.2

C2 For side column (L17L2)62 3.0 '162 2.0

all idth *uter 0.23 +nner 0.11# wt/m run

'eam L #.0 si,e 0.23 0.3- 1.50

Col L 3.0 si,e 0.23 0. 2.30

/o of oors Floors

Self ei%ht of beams 22.3 .- k/

Self ei%ht of column 1-.0- 3.# k/

all load 30.1 22.0- k/

Slab loads 2.00 20.2# k/

Load at rade le"el 2.2

Total load on side column #0.30 #3.2 503.55

C3 For inner column (L17L2)62 3.0 ('17'2)62 2.0

k/6m8

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all idth *uter 0.23 +nner 0.11# wt/m run

'eam L #.0 si,e 0.23 0. 1.6

Col L .0 si,e 0.23 0.# 2.6

/o of oors Floors

Self ei%ht of beams 32.20 -.0# k/

Self ei%ht of column 2.41 #.1- k/

all load 33.# 22.0- k/

Slab loads 1-.00 0.#0 k/

Load at rade le"el 31.#

Total load on side column #4.33 #.-1 672.14

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k/9/6m2

k/

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