Load Calculation for G+2 building.xlsx

	A	B	C	D	E	F	G	H	I	J	K	L
1		Load Calculation for (G+2) - load distribution by partially as load bearing & as framed Structures
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3	1.)	Total load on Building
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5		A.)	Self weight on Slab			0.13	x	25	=	3.25	KN/Sq.m
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7			Live load on slab (As per Is 875-part 2)						=	2	KN/Sq.m
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9			Floor Finishes						=	1	KN/Sq.m
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11										6.25	KN/Sq.m
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13			Let us assume a span of ( 12' x 12' ) in which Column are located
14			According to that load from slab coming to beam
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16						6.25	x	1.83	x	1.83	20.93	KN
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18					Slab load/m on beam			=		17.16	KN/m
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20		B.)
21		@	Ground floor level
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23			Self weight of Grade beam
24			Assuming size of beam (230 x 380 )			0.38	x	0.23	x	25	2.19	KN/m
25			Assuming size of beam (230 x 380 )
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27			Self weight of Brick Work
28			on grade beam ( 3 feet height)			0.23	x	0.52	x	19.2	2.30	KN/m
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30			Self weight of Plinth beam
31			Assuming size of beam (230 x 150 )			0.15	x	0.23	x	25	0.86	KN/m
32			Assuming size of beam (230 x 150 )
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34			Self weight of Brick Work
35			on Plinth beam ( 10 feet height)			0.23	x	2.4	x	19.2	10.60	KN/m
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37		*	Self weight of lintel beam
38			Assuming size of beam (230 x 150 )			0.15	x	0.23	x	25	0.86	KN/m
39			Assuming size of beam (230 x 150 )
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41			Self weight of First floor roof beam
42			Assuming size of beam (230 x 450 )			0.45	x	0.23	x	25	2.59	KN/m
43			Assuming size of beam (230 x 450 )
44											19.39	KN/m
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49		C.)
50		@	First floor level
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52		*	Self weight of lintel beam
53			Assuming size of beam (230 x 150 )			0.15	x	0.23	x	25	0.86	KN/m
54			Assuming size of beam (230 x 150 )
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56			Self weight of Second floor roof beam
57			Assuming size of beam (230 x 450 )			0.45	x	0.23	x	25	2.59	KN/m
58			Assuming size of beam (230 x 450 )
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60			Self weight of Brick Work
61			on ground floor roof beam ( 10 feet height)			0.23	x	2.55	x	19.2	11.26	KN/m
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63											14.71	KN/m
64		D.)
65		@	Second floor level
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67		*	Self weight of lintel beam
68			Assuming size of beam (230 x 150 )			0.15	x	0.23	x	25	0.86	KN/m
69			Assuming size of beam (230 x 150 )
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71			Self weight of Second floor roof beam
72			Assuming size of beam (230 x 380 )			0.38	x	0.23	x	25	2.19	KN/m
73			Assuming size of beam (230 x 380 )
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75			Self weight of Brick Work
76			on First floor roof beam ( 10 feet height)			0.23	x	2.62	x	19.2	11.57	KN/m
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78			Self weight of Brick Work (Parapet wall )
79			on Second floor roof beam ( 3 feet height)			0.23	x	0.9	x	19.2	3.97	KN/m
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81											18.59	KN/m
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83
84				Total load on Building (A+B+C+D)			=	69.85	KN/m
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86
87			As per our Consideration the load from the Building is distributed as partly as load bearing structures & partially as framed structures. According to that total load on the building is							69.85	kN/m
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89					* for Load bearing Structures				=	34.93	kN/m
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91					* for Framed Structures				=	34.93	kN/m
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