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Bar BendingBar Bending
ScheduleSchedule
CONTENT
 Introduction
 B B S for different reinforced concrete structures
 Measurement of bending dimensions
 Do’s and Don'ts
 Typical bar bending schedule
 Codes , specifications and standards
 Introduction
 B B S for different reinforced concrete structures
 Measurement of bending dimensions
 Do’s and Don'ts
 Typical bar bending schedule
 Codes , specifications and standards
Bar Bending Schedule
 Member identification
 Bar mark
 Type of steel
 Diameter of bar
 Length of each bar
 Number of members
 Number of bars in each member
 Total number of bars
 Total length
 Shape code
 Bending dimensions
 Member identification
 Bar mark
 Type of steel
 Diameter of bar
 Length of each bar
 Number of members
 Number of bars in each member
 Total number of bars
 Total length
 Shape code
 Bending dimensions
BBS for RC Beams
BBS for RC Slabs
BBS for Columns and walls
Measurement of bending dimensions
Bent-up Bar
h
45o
h
h2
Additional Length = 0.414 h
Total Length = L + 0.414 h
L
Do’s and Don’ts
 Proper accuracy
 Provide cover to rein
 Location of holes
 Bars >36mm shall not
bundled
 Welding is not permitted
at bends
 Proper accuracy
 Provide cover to rein
 Location of holes
 Bars >36mm shall not
bundled
 Welding is not permitted
at bends
Typical BBS Calculation
Example: Prepare bar bending schedule for the given beam. Clear
cover = 40 mm
2-#10 #10 @ 180 c/c
2-#20 +1-
#15
4000
570 2-#20
228
Longitudinal Section
1-# 15
Bar Bending Schedule (contd…)
Example: Prepare bar bending schedule for the given beam. Clear
cover = 40 mm 2-#10
(H-1)
#10 @ 180 c/c
228
375
1-# 15
2-#20
(M-2)
(M-1)
(S-1)
Cross Section
Bar Bending Schedule (contd…)
Example:
M-1
M-1 = 4000 + 2 x 228 – 2 x 40 + 2 x (18
x 20)
= 5096
M-2h = 375 – 2 x 40 – 2 x 10 – 2 (15/2) =
260
M-2h = 375 – 2 x 40 – 2 x 10 – 2 (15/2) =
260
h
M-2 = 4000 + 2 x 228 – 2 x 40 + (0.414 x 260) x 2
= 5091
H-1
H-1 = 4000 + 2 x 228 – 2 x 40
= 4376
Bar Bending Schedule (contd…)
Example: Prepare bar bending schedule for the given beam. Clear
cover = 40 mm
Shear stirrups
Number of Bars = 4000 / 180 +1 = 24 Round-up
a
a = 375 – 2 x 40 – 10 = 285 mm
bb = 228– 2 x 40 – 10 =138 mm
Total length of S-1 = 2 (138 + 285 + 18 x 10) = 1206 mm
Bar Bending Schedule
Serial
#
Bar
Designation
Number
of Bars
Length
of one
Bar
(m)
Dia
of
bar
Weight of Steel
Bars
Shape of Bar
#10 #15 #20
1 M-1 2 5.096 20 24
2 M-2 1 4.591 15 7.2
3 H-1 2 4.376 10 6.9
4 S-1 24 1.206 10 22.7
1.05 Σ 31.1 7.6 25.2
Total Weight = 64 kg
4376
4376
4376
285138
CODES , SPECIFICATIONS & STANDARDS
 IS:2502-1963
 IS:1893-2000
 SP:34
 IS:456
 International standard
ISO:4066-1977
some websites which are proving Bar
Bending Schedule Software.
1. www.eigen-tech.com/cs.html
2. www.rgsrebar.com/rebar.aspx
3. www.ensoftindia.com/prod_barbe
que.htm
4. www.steelpac.co.uk/design/steelp
ac_rdm...
5. www.cadsglobal.com
6. www.supercivilcd.com
7. www.technocad.co.za
8. www.BendingSchedule.com
9. www.structural-
engineering.fsnet.co.uk...
10. www.continuousbeamanalysis.c
om
 IS:2502-1963
 IS:1893-2000
 SP:34
 IS:456
 International standard
ISO:4066-1977
some websites which are proving Bar
Bending Schedule Software.
1. www.eigen-tech.com/cs.html
2. www.rgsrebar.com/rebar.aspx
3. www.ensoftindia.com/prod_barbe
que.htm
4. www.steelpac.co.uk/design/steelp
ac_rdm...
5. www.cadsglobal.com
6. www.supercivilcd.com
7. www.technocad.co.za
8. www.BendingSchedule.com
9. www.structural-
engineering.fsnet.co.uk...
10. www.continuousbeamanalysis.c
om
Barbendingscheduleby shamshair ali
Barbendingscheduleby shamshair ali

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Barbendingscheduleby shamshair ali

  • 2. CONTENT  Introduction  B B S for different reinforced concrete structures  Measurement of bending dimensions  Do’s and Don'ts  Typical bar bending schedule  Codes , specifications and standards  Introduction  B B S for different reinforced concrete structures  Measurement of bending dimensions  Do’s and Don'ts  Typical bar bending schedule  Codes , specifications and standards
  • 3. Bar Bending Schedule  Member identification  Bar mark  Type of steel  Diameter of bar  Length of each bar  Number of members  Number of bars in each member  Total number of bars  Total length  Shape code  Bending dimensions  Member identification  Bar mark  Type of steel  Diameter of bar  Length of each bar  Number of members  Number of bars in each member  Total number of bars  Total length  Shape code  Bending dimensions
  • 4. BBS for RC Beams
  • 5. BBS for RC Slabs
  • 6. BBS for Columns and walls
  • 7. Measurement of bending dimensions Bent-up Bar h 45o h h2 Additional Length = 0.414 h Total Length = L + 0.414 h L
  • 8. Do’s and Don’ts  Proper accuracy  Provide cover to rein  Location of holes  Bars >36mm shall not bundled  Welding is not permitted at bends  Proper accuracy  Provide cover to rein  Location of holes  Bars >36mm shall not bundled  Welding is not permitted at bends
  • 9. Typical BBS Calculation Example: Prepare bar bending schedule for the given beam. Clear cover = 40 mm 2-#10 #10 @ 180 c/c 2-#20 +1- #15 4000 570 2-#20 228 Longitudinal Section 1-# 15
  • 10. Bar Bending Schedule (contd…) Example: Prepare bar bending schedule for the given beam. Clear cover = 40 mm 2-#10 (H-1) #10 @ 180 c/c 228 375 1-# 15 2-#20 (M-2) (M-1) (S-1) Cross Section
  • 11. Bar Bending Schedule (contd…) Example: M-1 M-1 = 4000 + 2 x 228 – 2 x 40 + 2 x (18 x 20) = 5096 M-2h = 375 – 2 x 40 – 2 x 10 – 2 (15/2) = 260 M-2h = 375 – 2 x 40 – 2 x 10 – 2 (15/2) = 260 h M-2 = 4000 + 2 x 228 – 2 x 40 + (0.414 x 260) x 2 = 5091 H-1 H-1 = 4000 + 2 x 228 – 2 x 40 = 4376
  • 12. Bar Bending Schedule (contd…) Example: Prepare bar bending schedule for the given beam. Clear cover = 40 mm Shear stirrups Number of Bars = 4000 / 180 +1 = 24 Round-up a a = 375 – 2 x 40 – 10 = 285 mm bb = 228– 2 x 40 – 10 =138 mm Total length of S-1 = 2 (138 + 285 + 18 x 10) = 1206 mm
  • 13. Bar Bending Schedule Serial # Bar Designation Number of Bars Length of one Bar (m) Dia of bar Weight of Steel Bars Shape of Bar #10 #15 #20 1 M-1 2 5.096 20 24 2 M-2 1 4.591 15 7.2 3 H-1 2 4.376 10 6.9 4 S-1 24 1.206 10 22.7 1.05 Σ 31.1 7.6 25.2 Total Weight = 64 kg 4376 4376 4376 285138
  • 14. CODES , SPECIFICATIONS & STANDARDS  IS:2502-1963  IS:1893-2000  SP:34  IS:456  International standard ISO:4066-1977 some websites which are proving Bar Bending Schedule Software. 1. www.eigen-tech.com/cs.html 2. www.rgsrebar.com/rebar.aspx 3. www.ensoftindia.com/prod_barbe que.htm 4. www.steelpac.co.uk/design/steelp ac_rdm... 5. www.cadsglobal.com 6. www.supercivilcd.com 7. www.technocad.co.za 8. www.BendingSchedule.com 9. www.structural- engineering.fsnet.co.uk... 10. www.continuousbeamanalysis.c om  IS:2502-1963  IS:1893-2000  SP:34  IS:456  International standard ISO:4066-1977 some websites which are proving Bar Bending Schedule Software. 1. www.eigen-tech.com/cs.html 2. www.rgsrebar.com/rebar.aspx 3. www.ensoftindia.com/prod_barbe que.htm 4. www.steelpac.co.uk/design/steelp ac_rdm... 5. www.cadsglobal.com 6. www.supercivilcd.com 7. www.technocad.co.za 8. www.BendingSchedule.com 9. www.structural- engineering.fsnet.co.uk... 10. www.continuousbeamanalysis.c om