Bar Bending Schedule - RCC Slab.xlsx

	A	C	D	F	G	H	I	J	K	L	M	N	O	P	Q	S	U	X	Y	Z	AA	AC	AD	AE	AF	AG	AI	AM	AN	AO	AQ	AR	AS	AT	AV	AW	AX	BA	BB	BC	BE	BF	BG
1	Bar Bending Schedule - RCC Slab
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4																													mm	230
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13						6	Dia @			180			mm C/C
14						6	Dia @			180			mm C/C
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18		300																																					300
19		300				8	Dia @			170			mm C/C																										300
20		mm				8	Dia @			170			mm C/C																										mm
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23																													mm	230
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26		Designed By: #BOSS - A Verified Surveyor For More About Surveying & Civil Engineering Join Us @ www.fb.com/LandSurveyors
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35		230																														100							230
36		230																														100							230
37		mm																														mm							mm
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40														230		2000														230			Ends Cover =					25		mm
41		Note: All Input data Cells are in Red Color												230		2000														230			Ends Cover =					25		mm
42														mm																mm				Top Cover =				13		mm
43																																		Top Cover =				13		mm
44																																		Bottom Cover =				13		mm
45																																		Bottom Cover =				13		mm
46		Cut Length of Bar														Dia	No			Length (m)							Total Length (m)				Weight in Kg/m							Total Weight in Kg
47		Cut Length of Bar														Dia	No			Length (m)							Total Length (m)				Weight in Kg/m							Total Weight in Kg
48																8
49								100		-	2	x	13							2410		+	18		x	8	2.581324	x	27		Pi	x	8		2	x	7860	0.3948864			x	69.696
50								-	8	=	66									+	0.414			x	66		2.581324	x	27		4	x	1000			x	7860			27.522			Kg
51																	4410	+	1	=	2581.324						69.696													27.522			Kg
52			2000		+	2	x	230			-	2	x	25			170	+	1	=	2.581324			m			69.696						0.3948864			Kg/m
53			2000		+	2	x	230			-	2	x	25			27	No		Additional Length for each crank = 0.414d
54						=	2410				mm						27	No		Additional Length for each crank = 0.414d
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56																6	2410	+	1	4.41			m				4.41	x	15		Pi	x	6		2	x	7860	0.2221236			x	66.150
57			4000			+	2	x	230			-	2	x	25		180	+	1								4.41	x	15		4	x	1000			x	7860			14.693			Kg
58			4000			+	2	x	230			-	2	x	25		15	No									66.150													14.693			Kg
59						=	4410				mm						15	No									66.150						0.2221236			Kg/m
60																															Total Weight =							42.215					Kg
61																															Total Weight =							42.215					Kg
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