Rebar Calculator for Slab.xls

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	U
1
2		Slab No.						Total No. of Slab					1
3
4
5				1250		mm		Y	10	@	175	c/c		1250		mm
6
7
8
9
10																		D =	150	mm
11
12
13
14
15
16					Y	8	@	150	c/c		Y	8	@	200	c/c
17
18			200		L =	5000		mm	X	B =	4000		mm			200	mm
19
20		One way / Two way Slab
21
22	Project :-
23	Name of work :-
24
25	Sr. No.	Discription						Dia of bar in mm		Nos. of Bar		Length of bar in mm			Wt. Of bar Kg/Mt			Quantity In Kg
26
27	1	Main steel						8		28		5470			0.395			60.50
28
29	2	Distribution Steel						8		26		4470			0.395			45.91
30
31	3	End Support Main steel (Top)						10		24		3120			0.617			46.20
32								10		30		3120			0.617			57.75
33
34
35		Total Quantity of steel						Dia of Bar		Kg.		Quantitity of all beams (Kg)
36								8		106.4051		106.4051
37								10		103.95216		103.95216
38								12		0		0
39								16		0		0
40								20		0		0
41								25		0		0
42								32		0		0
43								Total		210.35726		210.35726
44
45
46	Project :-
47	Name of work :-
48
49	Sr. No.	Discription							No		Length in mm		Width in mm		Depth in mm		Quantity in Cu.mts.
50	1	Concrete							1		5400		4400		150		3.564
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100