2. The Yield Strength of Reinforcing Bars ; f = 50000 psi
ACI 318-02 Code is used.
The Cylinder Strength of Concrete ; f = 3000 psi
c
y
Special Moment Resisting Frame.
Type of Frame
Material Properties
Structural Analysis and Design
Design Code
DESIGN DATA FOR CALCULATION
'
Ceiling = 10 psf
Floor finishing = 10 psf
4.5" brick wall = 55 psf
9"tk brick wall = 100 psf
Dead Load
Loads
Wind Load = 80 mph
Seismic Load = 0.4g
Stair = 100 psf
Environmental Load
Etabs & Safe softwares are used.
Typical Floor Area = 40 psf
Roof Floor Area = 20 psf
Live Load
FOUR STOREYED R.C.C BUILDING
3. f =3000psi (28 days),
max size of Aggregate=1"
2. Splice
L
H/2
40d
L/2
45d
45d
h
2h
Column
Beam
H=Floor to Floor Height, d=diameter of bar
1. Material
f =50000psi
3. Special Reinforcement
(a) At every splice
max; spacing of tie bars or stirrup=4"c/c
(c) At every exterior joint(beams to column)
provide a pair of special tie bar
Specifications
(d) At exterior corner slab (only Two-way slab)
L/5
L/5
L/5
L/5
L= Longer Clear Span
Top Bar Bottom Bar
(b) At every joint(beam to beam)
max; spacing of stirrup=4"c/c
with max; spacing=6"
6"
Column
Beam
Tie bar
c
'
y
4. 5.Standard Cutoff point for Beam
7.Anchorage
For 16mm dia =7.5"
For 18mm dia =8.5"
12d
For 10mm dia =2.25"
For 6mm dia =1.5"
135º hook
6d
180º hook For 16mm dia =2.5"
For 20mm dia =3"
4d(or)2.5"
2" 2" 2"
2" 2"
2"
L1/3 L2/3 L2/3 L3/3 L3/4
0"
0.75"
1.5"
2"
3"
2"
2"
2"
3"
L2 L3
Slab
6.Standard Cutoff point for Slab
90º hook
L1 L2 L3
L2/6
L2/6 L3/6 L3/6
stirrup stirrup stirrup
L1/4
0"
Column
Beam
L1/6 L1/6
L1/4 L3/4
L1 L3
L1/3 L2/3 L2/3 L3/3
Beam
Kind of Structure Component Clear Cover Clear End Cover
Component not Contacting
to earth
Component Contacting
to earth
Slab,Stair
Beam,Column
Beam,Column
Footing
4. Minimum Cover
5. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
FOOTING & STRIP BEAM PLAN
FOOTING & STRIP BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
F.1 F.1
SB.1
F.1 F.1
SB.1
F.1 F.1
SB.1
F.1 F.1
SB.1
F.2
F.2
F.2
F.2
1'
6. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
COLUMN PLAN
COLUMN PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
C.1
C.1
C.1 C.1
C.2 C.2
C.2 C.2
C.1 C.1
C.1 C.1
7. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
RETAINING WALL PLAN
RETAINING WALL PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
RW.1
PC.1
8. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
GROUND BEAM PLAN
GROUND BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
GB.1
GB.1
GB.1
GB.1 GB.3
GB.3
GB.2
GB.2
GB.2
GB.3
GB.3
GB.3
GB.3
GB.3
GB.3
GB.3
GB.3
GB.3
GB.2
GB.2
GB.1
PC.1
9. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
FIRST FLOOR BEAM PLAN
FIRST FLOOR BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
FB.1
FB.3
FB.1
FB.1
FB.1
FB.3
FB.3
FB.3
FB.3
FB.3
FB.3
FB.3
FB.4
FB.2
FB.3
FB.4
FB.4
FB.4
FB.4
FB.4
FB.4
FB.3
FB.3
FB.4
FB.4
PC.1
10. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
FIRST FLOOR SLAB PLAN
FIRST FLOOR SLAB PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
S.2 S.2
S.2
S.2 S.1
S.1
S.1
S.2
11. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
SECOND FLOOR BEAM PLAN
SECOND FLOOR BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
FB.1
FB.3
FB.1
FB.1
FB.1
FB.3
FB.3
FB.3
FB.3
FB.3
FB.3
FB.3
FB.2
FB.4
FB.4
FB.4
FB.4
FB.4
FB.4
FB.3
FB.3
FB.4
FB.4
FB.4
PC.1
FB.3
12. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
SECOND FLOOR SLAB PLAN
SECOND FLOOR SLAB PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
S.2 S.2
S.2
S.2 S.1
S.1
S.1
S.2
13. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
THIRD FLOOR BEAM PLAN
THIRD FLOOR BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
FB.1
FB.3
FB.1
FB.1
FB.1
FB.3
FB.3
FB.3
FB.3
FB.3
FB.3
FB.3
FB.2
FB.4
FB.4
FB.4
FB.4
FB.4
FB.4
FB.3
FB.3
FB.4
FB.4
FB.4
PC.1
FB.3
14. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
THIRD FLOOR SLAB PLAN
THIRD FLOOR SLAB PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
S.2 S.2
S.2
S.2 S.1
S.1
S.1
S.2
15. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
ROOF BEAM PLAN
ROOF BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
RB.1
RB.3
RB.1
RB.1
RB.1
RB.3
RB.3
RB.3
RB.4
RB.4
RB.3
RB.3
RB.3
RB.3
RB.2
RB.3
RB.3
RB.4
RB.4
RB.4
RB.4
RB.4
RB.4
RB.3
PC.1
16. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
ROOF SLAB PLAN
ROOF SLAB PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
S.2 S.2
S.2
S.2
S.1
S.1
S.2
17. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
STAIR ROOF BEAM PLAN
STAIR ROOF BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
RB.1
RB.1
RB.1
RB.2
RB.4
RB.4
RB.4
RB.4
RB.3
RB.4
RB.3
RB.3
RB.3
RB.4
RB.4
RB.4
18. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
STAIR ROOF SLAB PLAN
STAIR ROOF SLAB PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
S.2
S.2
S.2
S.1
S.2
S.2
S.2
S.2
S.2
19. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
LANDING BEAM PLAN
LANDING BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
LB.1
LB.1
LB.2
20. PROJECT
JOB TITLE
DESIGN BY
FOUR STOREYED
RCC BUILDING
LANDING BEAM PLAN
LANDING BEAM PLAN
A
1
B
23'
2
3
4
11'-11"
17'
13'-11"
4'-7"
4'-7"
52'
LB.1
LB.1
LB.2
21. Type Size
Reinforcement
Shorter Directon Longer Directon
4'-0" x 5'-0" x 0"-18"
Footing Schedule
Remark
F.1 20mmØ @ 6"c/c Isolated Footing
The Cylinder Strength of Concrete ; f = 3000 psi ;
c
' The Yield Strength of Reinforcing Bars ; f = 50000 psi
y
F.2 Isolated Footing
4'-0" x 4'-0" x 0"-18"
20mmØ @ 6"c/c
PROJECT
JOB TITLE
DESIGN BY
FOOTING SCHEDULE
FOUR STOREYED
RCC BUILDING
Strap Beam Schedules
Type
Moment Reinforcement Shear Reinforcement
Footing Strip Middle Strip (L/2)
At Support At Span
The Cylinder Strength of Concrete ; f = 3000 psi ;
c
' The Yield Strength of Reinforcing Bars ; f = 50000 psi
y
(10mmØ @ 4"c/c)
SB.1
(24" x 24") (10mmØ @ 6"c/c)
(5~20mmØ)
(5~20mmØ)
20mmØ @ 6"c/c 20mmØ @ 6"c/c
(5~20mmØ)
(5~20mmØ)
22. PROJECT
JOB TITLE
DESIGN BY
COLUMN SCHEDULE
Column Schedule
Shear Reinforcement
Column Strip (H/4) Middle Strip (H/2)
Size & Main Steel
Level
Type
The Cylinder Strength of Concrete ; f = 3000 psi ;
c
' The Yield Strength of Reinforcing Bars ; f = 50000 psi
y
Foundation
to
Second Floor
(2-10mmØ@6"c/c)
(2-10mmØ@4"c/c)
C.1
14" x 18"
(12 - 20mmØ)
Second Floor
to
Stair Roof Floor
14" x 18"
(12 - 16mmØ)
Foundation
to
Stair Roof Floor
10" x 10"
(8 - 20mmØ)
(2-8mmØ@6"c/c)
(2-8mmØ@4"c/c)
C.2
(2-8mmØ@6"c/c)
(2-8mmØ@4"c/c)
FOUR STOREYED
RCC BUILDING
Ground Beam
to
Stair Roof Floor
9" x 9"
(6- 16mmØ)
(1-8mmØ@4"c/c)
(1-8mmØ@4"c/c)
PC.1
23. PROJECT
JOB TITLE
DESIGN BY
BEAM SCHEDULE
Ground Beam Schedules
Type
Moment Reinforcement Shear Reinforcement
Column Strip (L/4) Middle Strip (L/2)
At Support At Span
The Cylinder Strength of Concrete ; f = 3000 psi ;
c The Yield Strength of Reinforcing Bars ; f = 50000 psi
y
~ Throughout bars
~ Cut-off bars
GB.1
(12" x 18")
GB.2
(9" x 15")
'
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(10mmØ @ 4"c/c) (10mmØ @ 6"c/c)
(5~20mmØ)
(4~20mmØ)
(5~20mmØ)
(4~20mmØ)
GB.3
(9" x 12")
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
FOUR STOREYED
RCC BUILDING
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
LB.1
(12" x 12")
(3~20mmØ)
(3~16mmØ) (3~16mmØ)
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
LB.2
(9" x 12")
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~20mmØ)
24. PROJECT
JOB TITLE
DESIGN BY
BEAM SCHEDULE
Floor Beam Schedules
Type
Moment Reinforcement Shear Reinforcement
Column Strip (L/4) Middle Strip (L/2)
At Support At Span
The Cylinder Strength of Concrete ; f = 3000 psi ;
c
' The Yield Strength of Reinforcing Bars ; f = 50000 psi
y
(10mmØ @ 4"c/c)
FB.1
(12" x 21")
(10mmØ @ 6"c/c)
(6~20mmØ)
(4~20mmØ)
(3~20mmØ)
(6~20mmØ)
~ Throughout bars
~ Cut-off bars
FB.2
(10" x 18")
(10mmØ @ 4"c/c) (10mmØ @ 6"c/c)
(5~20mmØ)
(3~20mmØ)
(3~20mmØ)
(5~20mmØ)
(2~16mmØ) (2~16mmØ)
FB.3
(10" x 15")
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
FB.4
(10" x 12")
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
FOUR STOREYED
RCC BUILDING
25. PROJECT
JOB TITLE
DESIGN BY
BEAM SCHEDULE
Roof Beam Schedules
Type
Moment Reinforcement Shear Reinforcement
Column Strip (L/4) Middle Strip (L/2)
At Support At Span
The Cylinder Strength of Concrete ; f = 3000 psi ;
c
' The Yield Strength of Reinforcing Bars ; f = 50000 psi
y
(10mmØ @ 4"c/c)
RB.1
(15" x 21")
(10mmØ @ 6"c/c)
(5~20mmØ)
(3~20mmØ)
(3~20mmØ)
(5~20mmØ)
~ Throughout bars
~ Cut-off bars
RB.2
(10" x 18")
(10mmØ @ 4"c/c) (10mmØ @ 6"c/c)
(5~20mmØ)
(3~20mmØ)
(3~20mmØ)
(5~20mmØ)
(2~16mmØ) (2~16mmØ)
RB.3
(10" x 15")
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
RB.4
(10" x 12")
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
(3~16mmØ)
FOUR STOREYED
RCC BUILDING
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
(8mmØ @ 4"c/c) (8mmØ @ 6"c/c)
26. Slab Detail
L
10mm Ø @ 8"c/c
10mm Ø @ 6"c/c
4.5"
S-1 Section (for Longer direction )
10mm Ø @ 8"c/c
10mm Ø @ 6"c/c
Type Thickness Layer
Reinforcement
Shorter Directon Longer Directon
Discontinuous Edge Mid Span Continuous Edge Discontinuous Edge Mid Span Continuous Edge
S-1 4.5"
Top Bar
Bottom Bar
SCHEDULE OF R.C.C SLAB
Remark
Two Way Slab
The Cylinder Strength of Concrete ; f = 3000 psi ;
c
' The Yield Strength of Reinforcing Bars ; f =50000 psi
y
10mmØ@6"c/c
PROJECT
JOB TITLE
DESIGN BY
SLAB SCHEDULE & DETAIL
10mmØ@8"c/c
S-2 4.5"
Top Bar
Bottom Bar
One Way Slab
L
10mm Ø @ 8"c/c
10mm Ø @ 6"c/c
4.5"
S-2 Section (for Longer direction )
10mm Ø @ 8"c/c
10mm Ø @ 6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@6"c/c
10mmØ@8"c/c 10mmØ@8"c/c 10mmØ@8"c/c 10mmØ@8"c/c
10mmØ@8"c/c
10mmØ@8"c/c
10mmØ@8"c/c
10mmØ@8"c/c
10mmØ@8"c/c
FOUR STOREYED
RCC BUILDING
28. PROJECT
JOB TITLE
DESIGN BY
RETAINING WALL DETAIL
FOUR STOREYED
RCC BUILDING
BOTTOM LAYER
FOOTING SLAB REINFORCEMENT PLAN ( F.1,C.1)
Type: F.1
Dimension: 4'-0" x 5'-0" x 18"
RECTANGULAR FOOTING
SINGLE FOOTING DETAILS
5'-0"
GB
4'-0"
18"
N.G.L(-2.0")
G.B.L(±0'.0")
2'-0"
8'
CROSS SECTION
Y
GB
3"tk;(1:3:6) Lean Concrete
14"x18" R.C Column
(12-20mm Ø)
(20mm Ø 6"c/c)
14"x18" Column With
(12-20mmØ Main bar)
(20mm Ø 6"c/c)
9"tk;Hard Core with Sand Filling
Ground Beam
Strap Beam
4'-0"
5'-0"
BOTTOM LAYER
FOOTING SLAB REINFORCEMENT PLAN ( F.1,C.1)
Type: F.1
Dimension: 4'-0" x 5'-0" x 18"
RECTANGULAR FOOTING
SINGLE FOOTING DETAILS
6"
23'-0"
4'-0"
29. PROJECT
JOB TITLE
DESIGN BY
RETAINING WALL DETAIL
2'-0"
3" Thk; 1:3:6 Lean Concrete
13½" Thk; Retaining Wall
9" Thk; Retaining Wall
INSIDE
2'-6"
2'-6"
OUTSIDE
RETAINING WALL DETAIL(RW.1)
1.5"thk;(1:2:4)Cement Concrete Toppig
4.5" Thk; 1:3:6 Cement Concrete Flooring
Sand Filling
GB
SAND FILLING
N.G.L
PLINTH LEVEL
21
4"
FOUR STOREYED
RCC BUILDING
BOTTOM LAYER
FOOTING SLAB REINFORCEMENT PLAN ( F.2,C.2)
Type: F.2
Dimension: 4'-0" x 4'-0" x 18"
RECTANGULAR FOOTING
SINGLE FOOTING DETAILS
4'-0"
GB
4'-0"
18"
N.G.L(-2.0")
G.B.L(±0'.0")
2'-0"
8'
4'-0"
10"x10" Column With
(8-20mmØ Main bar)
(20mm Ø 6"c/c)
3"tk;(1:3:6) Lean Concrete
10"x10" R.C Column
(8-20mm Ø)
(20mm Ø 6"c/c)
9"tk;Hard Core with Sand Filling
Ground Beam
30. PROJECT
JOB TITLE
DESIGN BY
BEAM DETAIL
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
8 mm @ 4" c/c 8 mm @ 4" c/c
L/4
stirrup spacing
8 mm @ 6" c/c
3 - 16 mm
9"
15"
9"
S e c t i o n Y2
S e c t i o n Y1
3 - 16 mm
15"
1.5"
1.5"
Y1 Y2
L/4
3 - 16 mm
3 - 16 mm
3 - 16 mm
3 - 16 mm
GROUND BEAMS
GB.2 (9"x15")
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
10 mm @ 4" c/c 10 mm @ 4" c/c
L/4
stirrup spacing
10 mm @ 6" c/c
3 - 20 mm
12"
18"
12"
S e c t i o n Y2
S e c t i o n Y1
5 - 20 mm
18"
1.5"
1.5"
Y1 Y2
L/4
GROUND BEAMS
GB.1 (12"x18")
4 - 20 mm
5 - 20 mm
2 - 20 mm
4 - 20 mm
FOUR STOREYED
RCC BUILDING
2 - 20 mm
2 - 20 mm
2 - 20 mm
31. 2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
8 mm @ 4" c/c 8 mm @ 4" c/c
L/4
stirrup spacing
8 mm @ 6" c/c
3 - 16 mm
9"
12"
9"
S e c t i o n Y2
S e c t i o n Y1
3 - 16 mm
12"
1.5"
1.5"
Y1 Y2
L/4
3 - 16 mm
3 - 16 mm
3 - 16 mm
3 - 16 mm
GROUND BEAMS
GB.3 (9"x12")
PROJECT
JOB TITLE
DESIGN BY
BEAM DETAIL
FOUR STOREYED
RCC BUILDING
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
10 mm @ 6" c/c 10 mm @ 4" c/c
L/4
stirrup spacing
10 mm @ 6" c/c
5 - 20 mm
24"
24"
24"
S e c t i o n Y2
S e c t i o n Y1
5 - 20 mm
24"
1.5"
1.5"
Y1 Y2
L/4
5 - 20 mm
5 - 20 mm
3 - 20 mm
3 - 20 mm
STRIP BEAMS
SB.1 (24"x24")
32. PROJECT
JOB TITLE
DESIGN BY
BEAM DETAIL
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
10 mm @ 4" c/c 10 mm @ 4" c/c
L/4
stirrup spacing
10 mm @ 6" c/c
3 - 20 mm
12"
21"
12"
S e c t i o n Y2
S e c t i o n Y1
6 - 20 mm
21"
1.5"
1.5"
Y1 Y2
3 -20mm
L/4
FLOOR BEAMS
FB.1 (12"x21")
3 - 20 mm
4 - 20 mm
4 - 20 mm
3 - 20 mm
2 - 20 mm
6 - 20 mm
2 - 16 mm
2 - 16 mm 2 - 16 mm
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
10 mm @ 4" c/c 10 mm @ 4" c/c
L/4
stirrup spacing
10 mm @ 6" c/c
3 - 20 mm
10"
18"
10"
S e c t i o n Y2
S e c t i o n Y1
5 - 20 mm
18"
1.5"
1.5"
Y1 Y2
2 -20mm
L/4
FLOOR BEAMS
FB.2 (10"x18")
2 - 20 mm
3 - 20 mm
3 - 20 mm
3 - 20 mm
2 - 20 mm
5 - 20 mm
FOUR STOREYED
RCC BUILDING
33. PROJECT
JOB TITLE
DESIGN BY
BEAM DETAIL
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
8 mm @ 4" c/c 8 mm @ 4" c/c
L/4
stirrup spacing
8 mm @ 6" c/c
3 - 16 mm
10"
12"
10"
S e c t i o n Y2
S e c t i o n Y1
3 - 16 mm
12"
1.5"
1.5"
Y1 Y2
L/4
3 - 16 mm
3 - 16 mm
3 - 16 mm
3 - 16 mm
FLOOR BEAMS
FB.4 (10"x12")
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
8 mm @ 4" c/c 8 mm @ 4" c/c
L/4
stirrup spacing
8 mm @ 6" c/c
3 - 16 mm
10"
15"
10"
S e c t i o n Y2
S e c t i o n Y1
3 - 16 mm
15"
1.5"
1.5"
Y1 Y2
L/4
3 - 16 mm
3 - 16 mm
3 - 16 mm
3 - 16 mm
FLOOR BEAMS
FB.3 (10"x15")
FOUR STOREYED
RCC BUILDING
34. PROJECT
JOB TITLE
DESIGN BY
BEAM DETAIL
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
10 mm @ 4" c/c 10 mm @ 4" c/c
L/4
stirrup spacing
10 mm @ 6" c/c
3 - 20 mm
15"
21"
15"
S e c t i o n Y2
S e c t i o n Y1
5 - 20 mm
21"
1.5"
1.5"
Y1 Y2
2 -20mm
L/4
ROOF BEAMS
RB.1 (15"x21")
2 - 20 mm
3 - 20 mm
3 - 20 mm
3 - 20 mm
2 - 20 mm
5 - 20 mm
2 - 16 mm
2 - 16 mm 2 - 16 mm
ROOF BEAMS
RB.2 (10"x18")
FOUR STOREYED
RCC BUILDING
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
10 mm @ 4" c/c 10 mm @ 4" c/c
L/4
stirrup spacing
10 mm @ 6" c/c
3 - 20 mm
10"
18"
10"
S e c t i o n Y2
S e c t i o n Y1
5 - 20 mm
18"
1.5"
1.5"
Y1 Y2
2 -20mm
L/4
2 - 20 mm
3 - 20 mm
3 - 20 mm
3 - 20 mm
2 - 20 mm
5 - 20 mm
35. PROJECT
JOB TITLE
DESIGN BY
BEAM DETAIL
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
8 mm @ 4" c/c 8 mm @ 4" c/c
L/4
stirrup spacing
8 mm @ 6" c/c
3 - 16 mm
10"
12"
10"
S e c t i o n Y2
S e c t i o n Y1
3 - 16 mm
12"
1.5"
1.5"
Y1 Y2
L/4
3 - 16 mm
3 - 16 mm
3 - 16 mm
3 - 16 mm
ROOF BEAMS
RB.4 (10"x12")
2
1
L
0.125L 0.125L
2' 2'
stirrup spacing stirrup spacing
8 mm @ 4" c/c 8 mm @ 4" c/c
L/4
stirrup spacing
8 mm @ 6" c/c
3 - 16 mm
10"
15"
10"
S e c t i o n Y2
S e c t i o n Y1
3 - 16 mm
15"
1.5"
1.5"
Y1 Y2
L/4
3 - 16 mm
3 - 16 mm
3 - 16 mm
3 - 16 mm
ROOF BEAMS
RB.3 (10"x15")
FOUR STOREYED
RCC BUILDING
