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LIFT SHAFT Data to feedLength of shaft mHeight m AnswerThickness m Final answer
STEEL QTYHorizontal, Face-1 dia mmHorizontal, Face-2 dia mmVertical, Face -1 dia mmVertcial Face -2 dia mmHorizontal, Face -1 C/c m Horizontal, Face -2 C/c mVertcial, Face -1 C/c mVertcial, Face -2 C/c m
Horizontal, Face-1 length 0 mHorizontal, Face-1 no ### noHorizontal face -1 weight 0 kgHoriz. face -1 total length ### mHoriz. face -1 total weight### kgHorizontal, Face-2 length 0 mHorizontal, Face-2 no ### noHorizontal face -2weight 0 kgHoriz. face -2 total length ### mHoriz. face -2 total weight### kgVertical Face-1 length 0 mVertical, Face-1 no ### noVertical face -1 weight 0 kgVertical face -1 total leng ### mVertical face -1 total weig ### kgVertical Face-2 length 0 mVertical, Face-2 no ### noVertical face -2 weight 0 kgVertical face -2 total leng ### mVertical face -2 total weig ### kg
@ AmountCONCRETE QTY 0 CUM 0
STEEL ### KG #DIV/0!
SHUTTER 0 SQM 0
TOTAL COST #DIV/0!
RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
C I Slab Data to feedLength mBreadth m AnswerDepth m Final answer
STEEL QTY
Bottom steelLength wise dia mmBreadth wise dia mmLength wise C/c m Breadthwise C/c mLength wise length 0 mLength wise no #DIV/0! noLength wise weight - kgLength wise total length #DIV/0! mLength wise total weight #DIV/0! kgBreadth wise length 0 mBreadth wise no #DIV/0! noBreadth wise weight - kgBreadth wise total lengt #DIV/0! mBreadth wise total weigh #DIV/0! kg #DIV/0!Top steelLength wise dia mmBreadth wise dia mmLength wise C/c m Breadthwise C/c mLength wise length - mLength wise no #DIV/0! noLength wise weight - kgLength wise total length #DIV/0! mLength wise total weight #DIV/0! kgBreadth wise length - mBreadth wise no #DIV/0! noBreadth wise weight - kgBreadth wise total lengt #DIV/0! mBreadth wise total weigh #DIV/0! kg
@ AmountCONCRETE QTY 0 CUM -
STEEL #DIV/0! KG #DIV/0!
SHUTTER 0 SQM -
TOTAL COST #DIV/0!
RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
Data to feed
AnswerFinal answer
Checked Data to feedCOLUMNAssume column height 3.5 m AnswerColumn length m Final answerColumn width mSTEEL QTY
Main barsNo of main bars no ### 0.62Dia of main bars mm ### 0.89Length of main bars 0 m ### 1.58Weight of main bars 0 kg ### 2.47Total weight of main ba 0 kg ### 3.86Stirrups ### 6.32Dia of stirrups mmC/c of stirrups m No of stirrups required ### nosNo of stirrup/cros sec nosLength of stirrup 0 mTotal length of stirrup ### mWeight of stirrup 0 kgTotal weight of stirrup ### kg
FOR 3.5 M COLUMN
@ AmountCONCRETE QTY (3.5 M) 0 CUM 0
STEEL ### KG #DIV/0!
SHUTTER 0 SQM 0
TOTAL COST #DIV/0!
RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
Data to feedFLOOR BEAM
Assume beam length 10 m AnswerBreadth m Final answerDepth m
STEEL QTY
Bottom steelDia of steel mmNo of bottom bars nosLength of bottom bar 0Weight of bottom bar - kgTotal bottom bar weight - kgTop steelDia of steel mmNo of top bars nosLength of top bar 0Weight of top bar - kgTotal top bar weight - kgAdditional barsDia of steel mmNo of additional bars nosFull length/ one -third 1 0r 0.33
Additional bar length 0 mWeight of additional ba - kgTotal add. bar weight - kgStirrupsDia of stirrup mmC/c distance m No of stirrup/cross sec no 1 or more
Length of stirrup -0.200 mNo of stirrup required #DIV/0! noWeight of stirrup bar - Weight of stirrup #DIV/0! kg
FOR 10 M BEAM
@ AmountCONCRETE QTY (10 M) 0 CUM 0STEEL #DIV/0! KG #DIV/0!SHUTTER 0 SQM 0
TOTAL COST #DIV/0!RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
B2 200B5 125B6 155B8 100B9
Data to feedGROUND BEAM
Assume ground beam length 10 m AnswerBreadth m Final answerDepth m
STEEL QTY
Bottom steelDia of steel mmNo of bottom bars m Length of bottom bar 0Weight of bottom bar - kgTotal bottom bar weight - kgTop steelDia of steel mmNo of top bars m Length of top bar 10Weight of top bar - kgTotal top bar weight - kgAdditional barsDia of steel mmNo of additional bars m Full length/ one -third 1 0r ###
Additional bar length - mWeight of additional ba - kgTotal add. bar weight - kgStirrupsDia of stirrup mmC/c distance m No of stirrup/cross sec no 1 or more
Length of stirrup 0 mNo of stirrup required #DIV/0! mWeight of stirrup #DIV/0! kg
FOR 10 M BEAM
@ AmountCONCRETE QTY (10 M) 0 CUM 0STEEL #DIV/0! KG #DIV/0!SHUTTER 0 SQM 0
TOTAL COST #DIV/0!RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
Data to feedRAFT CONC.Length m AnswerBreadth m Final answerDepth m
STEEL QTY
Length wise steelLength wise dia mmLength wise C/c m Length wise length 0 mLength wise no ### noLength wise weight - kgLength wise total length ### mLength wise total weight ### kgBreadth wise steelBreadth wise diaBreadth wise C/cBreadth wise length 0 mBreadth wise no ### noBreadth wise weight - kgBreadth wise total lengt ### mBreadth wise total weigh ### kg
@ AmountCONCRETE QTY 0 CUM 0
STEEL #DIV/0! KG #DIV/0!
SHUTTER 0 SQM 0
TOTAL COST #DIV/0!
RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
Data to feed
Final answer
STRIP FOOTING Data to feedAssume strip footing length (long dire 10 mBreadth of strip (short direction) m AnswerDepth of strip m Final answer
STEEL QTY
Steel in long directionNo of bars - Bottom nosDia of bottom bar mmLentht of bottom bar 10 m Weight of bottom bar - kgTotal weight of bottom - kgNo of bars - Top nosDia of top bar mmLentht of top bar 10 mWeight of top bar - kgTotal weight of top - kgSteel in long direction/stirrupDia of bar mmC/c distance m No of stirrups required #DIV/0! nos
0 m ReconfirmTotal length of stirrup #DIV/0! mWeight of stirrup - kgTotal weight of stirrup #DIV/0! kg
FOR 10 M STRIP FOOTING
@ AmountCONCRETE QTY (10 M) 0 CUM 0
STEEL #DIV/0! KG #DIV/0!
SHUTTER 0 SQM 0
TOTAL COST #DIV/0!
RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
Length of stirup/short direction bar in one cross section
Data to feed
Final answer
PILE CAP Data to feed
Length of p cap m AnswerWidth of p cap m Final answerDepth of footing m
STEEL QTY
Bottom steel C/c dist.Dia of steel length wise mm mDia of steel width wise mm m
No o
f bars
Weig
ht
in K
g
Length of steel length wis 0 m 0 m 0 m ### no ### m 0
Length of steel width wise 0 m 0 m 0 m ### no ### m 0
Top steel C/c distnaceDia of steel length wise mm mDia of steel width wise mm m
No o
f bars
Weig
ht
in K
g
Length of steel length wis 0 m 0 m 0 m ### no ### m 0
Length of steel width wise 0 m 0 m 0 m ### no ### m 0
Links/Face barDia C/c disLength of link 0 mNo of links requeired ### mTotal length of link ### mWeight of bar for link 0 kgTotal weight-Links ### kg
@ AmountCONCRETE QTY 0 CUM 0STEEL #DIV/0! KG #DIV/0!SHUTTER 0 SQM 0
TOTAL COST #DIV/0!
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RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
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ISOLATED FOOTING
AnswerLength of footing m Final answerWidth of footing mDepth of footing m
STEEL QTYBottom steel C/c dis.Dia of steel length wise mm mDia of steel width wise mm m
No o
f bars
Weig
ht
in K
g
Length of steel length wis 0 m 0 m 0 m ### no ### m 0
Length of steel width wise 0 m 0 m 0 m ### no ### m 0
Top steel (in case required) C/c distnaceDia of steel length wise mm mDia of steel width wise mm m
Weig
ht
in K
gLength of steel length wis 0 m 0 m 0 m ### no ### m 0
Length of steel width wise 0 m 0 m 0 m ### no ### m 0
@ AmountCONCRETE QTY 0 CUM 0STEEL #DIV/0! KG #DIV/0!SHUTTER 0 SQM 0
TOTAL COST #DIV/0!RATE PER CUM #DIV/0!
Steel kg per cum #DIV/0!
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