Concrete, Steel Shutter Formulae
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Concrete, Steel Shutter Formulae as PDF for free.
More details
- Words: 1,593
- Pages: 15
LIFT SHAFT
Length of shaft Height Thickness STEEL QTY
Horizontal, Face-1 dia Horizontal, Face-2 dia Vertical, Face -1 dia Vertcial Face -2 dia Horizontal, Face -1 C/c Horizontal, Face -2 C/c Vertcial, Face -1 C/c Vertcial, Face -2 C/c Horizontal, Face-1 length Horizontal, Face-1 no Horizontal face -1 weight Horiz. face -1 total length Horiz. face -1 total weight Horizontal, Face-2 length Horizontal, Face-2 no Horizontal face -2weight Horiz. face -2 total length Horiz. face -2 total weight Vertical Face-1 length Vertical, Face-1 no Vertical face -1 weight Vertical face -1 total length Vertical face -1 total weight Vertical Face-2 length Vertical, Face-2 no Vertical face -2 weight Vertical face -2 total length Vertical face -2 total weight
Data to feed
m m m
Answer Final answer
mm mm mm mm m m m m 0m ### no 0 kg ### m ### kg 0m ### no 0 kg ### m ### kg 0m ### no 0 kg ### m ### kg 0m ### no 0 kg ### m ### kg @
CONCRETE QTY STEEL SHUTTER TOTAL COST RATE PER CUM
Steel kg per cum
0 CUM ### KG 0 SQM
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
C I Slab Length Breadth Depth
Data to feed
m m m
Answer Final answer
STEEL QTY
Bottom steel Length wise dia Breadth wise dia Length wise C/c Breadthwise C/c Length wise length Length wise no Length wise weight Length wise total length Length wise total weight Breadth wise length Breadth wise no Breadth wise weight Breadth wise total length Breadth wise total weight Top steel Length wise dia Breadth wise dia Length wise C/c Breadthwise C/c Length wise length Length wise no Length wise weight Length wise total length Length wise total weight Breadth wise length Breadth wise no Breadth wise weight Breadth wise total length Breadth wise total weight
mm mm m m 0m #DIV/0! no - kg #DIV/0! m #DIV/0! kg 0m #DIV/0! no - kg #DIV/0! m #DIV/0! kg
#DIV/0!
mm mm m m - m #DIV/0! no - kg #DIV/0! m #DIV/0! kg - m #DIV/0! no - kg #DIV/0! m #DIV/0! kg @
CONCRETE QTY STEEL SHUTTER
0 CUM #DIV/0! KG 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
Amount #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Data to feed Answer Final answer
Data to feed
Checked COLUMN
Assume column height Column length Column width
3.5 m m m
Answer Final answer
STEEL QTY
Main bars No of main bars Dia of main bars Length of main bars Weight of main bars Total weight of main bar Stirrups Dia of stirrups C/c of stirrups No of stirrups required No of stirrup/cros sec Length of stirrup Total length of stirrup Weight of stirrup Total weight of stirrup
no mm 0m 0 kg 0 kg mm m ### nos nos 0m ### m 0 kg ### kg
FOR 3.5 M COLUMN
CONCRETE QTY (3.5 M) STEEL SHUTTER TOTAL COST RATE PER CUM
10 12 16 20 25 32
@ 0 CUM ### KG 0 SQM
Steel kg per cum
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
0.62 0.89 1.58 2.47 3.86 6.32
Data to feed FLOOR BEAM
Assume beam length Breadth Depth
10 m
m m
Answer Final answer
STEEL QTY
Bottom steel Dia of steel
No of bottom bars Length of bottom bar Weight of bottom bar Total bottom bar weight
Top steel Dia of steel
No of top bars Length of top bar Weight of top bar Total top bar weight
Additional bars Dia of steel
mm nos
0 - kg - kg
mm nos
0 - kg - kg
mm nos
No of additional bars Full length/ one -third Additional bar length 0m Weight of additional bar - kg Total add. bar weight - kg Stirrups Dia of stirrup mm C/c distance m No of stirrup/cross sec no Length of stirrup -0.200 m No of stirrup required #DIV/0! no Weight of stirrup bar Weight of stirrup #DIV/0! kg FOR 10 M BEAM CONCRETE QTY (10 M) 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
1 0r
0.33
1 or
@
more
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
B2 B5 B6 B8 B9
200 125 155 100
Data to feed GROUND BEAM
Assume ground beam length Breadth m Depth m
10 m
Answer Final answer
STEEL QTY
Bottom steel Dia of steel
No of bottom bars Length of bottom bar Weight of bottom bar Total bottom bar weight
Top steel Dia of steel
No of top bars Length of top bar Weight of top bar Total top bar weight
Additional bars Dia of steel
mm m
0 - kg - kg
mm m
10 - kg - kg
mm m
No of additional bars Full length/ one -third Additional bar length - m Weight of additional bar - kg Total add. bar weight - kg Stirrups Dia of stirrup mm C/c distance m No of stirrup/cross sec no Length of stirrup 0m No of stirrup required #DIV/0! m Weight of stirrup #DIV/0! kg FOR 10 M BEAM CONCRETE QTY (10 M) 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
1 0r
0.33
1 or
@
more
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
Data to feed RAFT CONC. Length Breadth Depth
m m m
Answer Final answer
STEEL QTY
Length wise steel Length wise dia Length wise C/c Length wise length Length wise no Length wise weight Length wise total length Length wise total weight Breadth wise steel Breadth wise dia Breadth wise C/c Breadth wise length Breadth wise no Breadth wise weight Breadth wise total length Breadth wise total weight
mm m 0m ### no - kg ### m ### kg
0m ### no - kg ### m ### kg @
CONCRETE QTY STEEL SHUTTER
0 CUM #DIV/0! KG 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
Data to feed Final answer
Data to feed
STRIP FOOTING
Assume strip footing length (long direction) 10 m Breadth of strip (short direction) m Depth of strip m
Answer Final answer
STEEL QTY
Steel in long direction No of bars - Bottom Dia of bottom bar Lentht of bottom bar Weight of bottom bar Total weight of bottom No of bars - Top Dia of top bar Lentht of top bar Weight of top bar Total weight of top Steel in long direction/stirrup Dia of bar C/c distance No of stirrups required
nos mm 10 m - kg - kg nos mm 10 m - kg - kg mm m #DIV/0! nos
Length of stirup/short direction bar in one cross section 0m Total length of stirrup #DIV/0! m Weight of stirrup - kg Total weight of stirrup #DIV/0! kg
FOR 10 M STRIP FOOTING CONCRETE QTY (10 M) STEEL SHUTTER TOTAL COST RATE PER CUM
Steel kg per cum
Reconfirm
@ 0 CUM #DIV/0! KG 0 SQM
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
Data to feed Final answer
Data to feed
PILE CAP
Length of p cap Width of p cap Depth of footing
m m m
Answer Final answer
STEEL QTY
### no #DIV/0! m ### no #DIV/0! m
Weight in Kg
Total steel Length bottom
No of bars
m m
0m ### m ### m 0 kg ### kg
@
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
0 0
0 0
### no #DIV/0! m ### no #DIV/0! m
Weight in Kg
Total steel Length top
m m
No of bars
0m 0m
Steel Length top
0m 0m
CONCRETE QTY 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
0 0
C/c distnace mm m mm m
Top steel Dia of steel length wise Dia of steel width wise
Length of steel length wise Length of steel width wise Links/Face bar Dia C/c dis Length of link No of links requeired Total length of link Weight of bar for link Total weight-Links
0m 0m
Steel Length bottom
0m 0m
C/c dist. m m
add steel in sides
Length of steel length wise Length of steel width wise
mm mm
add steel in sides
Bottom steel Dia of steel length wise Dia of steel width wise
0 0
Total weight in KG
Total weight in KG
Checked
### ###
### ###
Checked
Data to feed ISOLATED FOOTING
@
### no #DIV/0! m ### no #DIV/0! m
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
0 0
Total steel Length top
m m
No of bars
0m 0m
### no #DIV/0! m ### no #DIV/0! m
Weight in Kg
m m
Steel Length top
add steel in sides
0m 0m
CONCRETE QTY 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
0 0
C/c distnace mm m mm m
Top steel (in case required) Dia of steel length wise Dia of steel width wise
Length of steel length wise Length of steel width wise
0m 0m
0 0
Weight in Kg
0m 0m
Total steel Length bottom
mm mm
C/c dis. m m No of bars
Bottom steel Dia of steel length wise Dia of steel width wise
Steel Length bottom
STEEL QTY
Length of steel length wise Length of steel width wise
Answer Final answer
m m m
add steel in sides
Length of footing Width of footing Depth of footing
0 0
Total weight in KG ### ###
### ###
Total weight in KG
Length of shaft Height Thickness STEEL QTY
Horizontal, Face-1 dia Horizontal, Face-2 dia Vertical, Face -1 dia Vertcial Face -2 dia Horizontal, Face -1 C/c Horizontal, Face -2 C/c Vertcial, Face -1 C/c Vertcial, Face -2 C/c Horizontal, Face-1 length Horizontal, Face-1 no Horizontal face -1 weight Horiz. face -1 total length Horiz. face -1 total weight Horizontal, Face-2 length Horizontal, Face-2 no Horizontal face -2weight Horiz. face -2 total length Horiz. face -2 total weight Vertical Face-1 length Vertical, Face-1 no Vertical face -1 weight Vertical face -1 total length Vertical face -1 total weight Vertical Face-2 length Vertical, Face-2 no Vertical face -2 weight Vertical face -2 total length Vertical face -2 total weight
Data to feed
m m m
Answer Final answer
mm mm mm mm m m m m 0m ### no 0 kg ### m ### kg 0m ### no 0 kg ### m ### kg 0m ### no 0 kg ### m ### kg 0m ### no 0 kg ### m ### kg @
CONCRETE QTY STEEL SHUTTER TOTAL COST RATE PER CUM
Steel kg per cum
0 CUM ### KG 0 SQM
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
C I Slab Length Breadth Depth
Data to feed
m m m
Answer Final answer
STEEL QTY
Bottom steel Length wise dia Breadth wise dia Length wise C/c Breadthwise C/c Length wise length Length wise no Length wise weight Length wise total length Length wise total weight Breadth wise length Breadth wise no Breadth wise weight Breadth wise total length Breadth wise total weight Top steel Length wise dia Breadth wise dia Length wise C/c Breadthwise C/c Length wise length Length wise no Length wise weight Length wise total length Length wise total weight Breadth wise length Breadth wise no Breadth wise weight Breadth wise total length Breadth wise total weight
mm mm m m 0m #DIV/0! no - kg #DIV/0! m #DIV/0! kg 0m #DIV/0! no - kg #DIV/0! m #DIV/0! kg
#DIV/0!
mm mm m m - m #DIV/0! no - kg #DIV/0! m #DIV/0! kg - m #DIV/0! no - kg #DIV/0! m #DIV/0! kg @
CONCRETE QTY STEEL SHUTTER
0 CUM #DIV/0! KG 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
Amount #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Data to feed Answer Final answer
Data to feed
Checked COLUMN
Assume column height Column length Column width
3.5 m m m
Answer Final answer
STEEL QTY
Main bars No of main bars Dia of main bars Length of main bars Weight of main bars Total weight of main bar Stirrups Dia of stirrups C/c of stirrups No of stirrups required No of stirrup/cros sec Length of stirrup Total length of stirrup Weight of stirrup Total weight of stirrup
no mm 0m 0 kg 0 kg mm m ### nos nos 0m ### m 0 kg ### kg
FOR 3.5 M COLUMN
CONCRETE QTY (3.5 M) STEEL SHUTTER TOTAL COST RATE PER CUM
10 12 16 20 25 32
@ 0 CUM ### KG 0 SQM
Steel kg per cum
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
0.62 0.89 1.58 2.47 3.86 6.32
Data to feed FLOOR BEAM
Assume beam length Breadth Depth
10 m
m m
Answer Final answer
STEEL QTY
Bottom steel Dia of steel
No of bottom bars Length of bottom bar Weight of bottom bar Total bottom bar weight
Top steel Dia of steel
No of top bars Length of top bar Weight of top bar Total top bar weight
Additional bars Dia of steel
mm nos
0 - kg - kg
mm nos
0 - kg - kg
mm nos
No of additional bars Full length/ one -third Additional bar length 0m Weight of additional bar - kg Total add. bar weight - kg Stirrups Dia of stirrup mm C/c distance m No of stirrup/cross sec no Length of stirrup -0.200 m No of stirrup required #DIV/0! no Weight of stirrup bar Weight of stirrup #DIV/0! kg FOR 10 M BEAM CONCRETE QTY (10 M) 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
1 0r
0.33
1 or
@
more
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
B2 B5 B6 B8 B9
200 125 155 100
Data to feed GROUND BEAM
Assume ground beam length Breadth m Depth m
10 m
Answer Final answer
STEEL QTY
Bottom steel Dia of steel
No of bottom bars Length of bottom bar Weight of bottom bar Total bottom bar weight
Top steel Dia of steel
No of top bars Length of top bar Weight of top bar Total top bar weight
Additional bars Dia of steel
mm m
0 - kg - kg
mm m
10 - kg - kg
mm m
No of additional bars Full length/ one -third Additional bar length - m Weight of additional bar - kg Total add. bar weight - kg Stirrups Dia of stirrup mm C/c distance m No of stirrup/cross sec no Length of stirrup 0m No of stirrup required #DIV/0! m Weight of stirrup #DIV/0! kg FOR 10 M BEAM CONCRETE QTY (10 M) 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
1 0r
0.33
1 or
@
more
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
Data to feed RAFT CONC. Length Breadth Depth
m m m
Answer Final answer
STEEL QTY
Length wise steel Length wise dia Length wise C/c Length wise length Length wise no Length wise weight Length wise total length Length wise total weight Breadth wise steel Breadth wise dia Breadth wise C/c Breadth wise length Breadth wise no Breadth wise weight Breadth wise total length Breadth wise total weight
mm m 0m ### no - kg ### m ### kg
0m ### no - kg ### m ### kg @
CONCRETE QTY STEEL SHUTTER
0 CUM #DIV/0! KG 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
Data to feed Final answer
Data to feed
STRIP FOOTING
Assume strip footing length (long direction) 10 m Breadth of strip (short direction) m Depth of strip m
Answer Final answer
STEEL QTY
Steel in long direction No of bars - Bottom Dia of bottom bar Lentht of bottom bar Weight of bottom bar Total weight of bottom No of bars - Top Dia of top bar Lentht of top bar Weight of top bar Total weight of top Steel in long direction/stirrup Dia of bar C/c distance No of stirrups required
nos mm 10 m - kg - kg nos mm 10 m - kg - kg mm m #DIV/0! nos
Length of stirup/short direction bar in one cross section 0m Total length of stirrup #DIV/0! m Weight of stirrup - kg Total weight of stirrup #DIV/0! kg
FOR 10 M STRIP FOOTING CONCRETE QTY (10 M) STEEL SHUTTER TOTAL COST RATE PER CUM
Steel kg per cum
Reconfirm
@ 0 CUM #DIV/0! KG 0 SQM
Amount 0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
Data to feed Final answer
Data to feed
PILE CAP
Length of p cap Width of p cap Depth of footing
m m m
Answer Final answer
STEEL QTY
### no #DIV/0! m ### no #DIV/0! m
Weight in Kg
Total steel Length bottom
No of bars
m m
0m ### m ### m 0 kg ### kg
@
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
0 0
0 0
### no #DIV/0! m ### no #DIV/0! m
Weight in Kg
Total steel Length top
m m
No of bars
0m 0m
Steel Length top
0m 0m
CONCRETE QTY 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
0 0
C/c distnace mm m mm m
Top steel Dia of steel length wise Dia of steel width wise
Length of steel length wise Length of steel width wise Links/Face bar Dia C/c dis Length of link No of links requeired Total length of link Weight of bar for link Total weight-Links
0m 0m
Steel Length bottom
0m 0m
C/c dist. m m
add steel in sides
Length of steel length wise Length of steel width wise
mm mm
add steel in sides
Bottom steel Dia of steel length wise Dia of steel width wise
0 0
Total weight in KG
Total weight in KG
Checked
### ###
### ###
Checked
Data to feed ISOLATED FOOTING
@
### no #DIV/0! m ### no #DIV/0! m
Amount
0 #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!
0 0
Total steel Length top
m m
No of bars
0m 0m
### no #DIV/0! m ### no #DIV/0! m
Weight in Kg
m m
Steel Length top
add steel in sides
0m 0m
CONCRETE QTY 0 CUM STEEL #DIV/0! KG SHUTTER 0 SQM TOTAL COST RATE PER CUM
Steel kg per cum
0 0
C/c distnace mm m mm m
Top steel (in case required) Dia of steel length wise Dia of steel width wise
Length of steel length wise Length of steel width wise
0m 0m
0 0
Weight in Kg
0m 0m
Total steel Length bottom
mm mm
C/c dis. m m No of bars
Bottom steel Dia of steel length wise Dia of steel width wise
Steel Length bottom
STEEL QTY
Length of steel length wise Length of steel width wise
Answer Final answer
m m m
add steel in sides
Length of footing Width of footing Depth of footing
0 0
Total weight in KG ### ###
### ###
Total weight in KG
Related Documents
Concrete, Steel Shutter Formulae
May 2020 3
Formulae
April 2020 17
Ecological Profile Of Concrete & Steel
November 2019 6
Concrete
October 2019 38
