Boq for Beams
of 22
Transcript of Boq for Beams
-
7/27/2019 Boq for Beams
1/22
Name of project
Type of project 1
Type of floor 1
Flour number
Span number 2 Two
Name of span
Type of continuity for long direction 0
dimension of slab
Length of cantliver from center line ( m ) 2
Length of slab in long direction ( m ) 20
Debth of slab ( cm ) 16
Main reinforced 5 F 16
Secondary reinforced
lower reinf. 5 F 10
Upper reinf. 5 F 10
Breadth of beam
Left distance 12.5 cm
Right distance 12.5 cm
L1 5.00
L2 0.14
L3 2.13
L total 7.27
Name lower upper
L1 12.00 12.00
L2 8.30 8.30
L3 0.00 0.00
L total 20.30 20.30
Specification of bars
1 - straight lower bars 10 20.3 10 125.252 - straight upper bars 10 20.30 10 0.00
3 - 100 7.27 16 1147.87
m3
% of reinforced
212.19 kg \ m3
TOTAL WEIGHT ( kg )
Place of bars Number of bars Length of bars Diameter weight
1273.12
Simple span
Detail of
main rein.
6.00
Detail of
secondary rein.
Details for cantliver solid slab reinforced
4-16-20-25
Dwelling
Ground floor
/
Concrete volume
Main reinforced
Secondary reinforced
-
7/27/2019 Boq for Beams
2/22
-
7/27/2019 Boq for Beams
3/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 1200
d ( cm ) 100
b ( cm ) 40
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 6 F 22
Bent bars 6 F 22
+
4 F 18
Upper reinforced Straight bars 0 F 0
Stirrups Number of stirrups/ m 6 f 10 Type( L) NO Length
L1 ( ) 2 0.96
L2 ( ) 2 0.36
dimension of columns 2.84
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.96
L2 1.00
L3 1.36
Specification of bars L4 8.39
Place of bars Number of bars Length of bars Diameter weight L5 1.36
a - lower bars L6 1.00
1 - straight bars 6 12.30 22 219.92 L7 0.96
2 - bent bars 6 15.03 22 268.65 L total 15.03
4 12.30 18 98.40
0 0.00 0 0.00
4 - stirrups 72 2.84 10 44.12
631.09 kg
Number of branchs 2
TOTAL WEIGHT
Number of space bet.n
branchs
1
3 - Upper bars
4.70
bent bar
Detail of
Stirrup
Detail of
L Total
m3
134.27
% of reinforced
kg \ m3
Concrete volume
Details for beam reinforced
4-16-20-25
Dwelling
Basement
/
Simple span
Interior beam
-
7/27/2019 Boq for Beams
4/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Simple span
Interior beam
Concrete volume
1.04 m3
% of reinforced
Details for beam reinforced
4-16-20-25
Dwelling /Basement
-
7/27/2019 Boq for Beams
5/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
6/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
7/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
8/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
9/22
-
7/27/2019 Boq for Beams
10/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
11/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
12/22
-
7/27/2019 Boq for Beams
13/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
14/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
15/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
16/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
17/22
-
7/27/2019 Boq for Beams
18/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
19/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
20/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
21/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
-
7/27/2019 Boq for Beams
22/22
Name of project
Type of project 1
Type of floor 0
Flour number
Span number 2 Two
Name of span
Type of continuity 0
Place of beam 2
dimension of beam
L ( cm ) 600
d ( cm ) 60
b ( cm ) 30
L for beside span 1( cm ) 0
L for beside span 2( cm ) 0
Lower reinforced
Straight bars 3 F 22
Bent bars 3 F 22
+
2 F 18
Upper reinforced Straight bars 0F
0Stirrups Number of stirrups/ m 6 f 8 Type( L) N
O Length
L1 ( ) 2 0.56
L2 ( ) 2 0.26
dimension of columns 1.80
Column ( 1 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 17.5
Right distance 12.5
Column ( 2 )
Length in beam direction ( cm ) 30
Distances from center line
Left distance 12.5
Right distance 17.5
L1 0.56
L2 0.54
L3 0.79
Specification of bars L4 4.11
Place of bars Number of bars Length of bars Diameter weight L5 0.79
a - lower bars L6 0.54
1 - straight bars 3 6.30 22 56.32 L7 0.56
2 - bent bars 3 7.89 22 70.57 L total 7.89
2 6.30 18 25.20
0 0.00 0 0.00
4 - stirrups 36 1.80 8 14.02
166.12 kg
bent bar
3 - Upper bars
TOTAL WEIGHT
Number of space bet.n
branchs 1
L Total
Detail of
% of reinforced
160.50 kg \ m3
Detail of
Stirrup
Number of branchs 2
Basement
Simple span
Interior beam
Concrete volume
1.04 m3
Details for beam reinforced
4-16-20-25
Dwelling /
![[XLS] · Web viewSummary LIFT Fire Fighting Summary-FIRE FIGHTING BOQ_PLUMBING SUMMARY PLUMBING BOQ PART E - SUBSTATION BOQ PART D- LV BOQ PART C- DG BOQ PART B-COMMON BOQ PART A-FLAT-108](https://static.fdocuments.in/doc/165x107/5b0da56a7f8b9a2f788e0961/xls-viewsummary-lift-fire-fighting-summary-fire-fighting-boqplumbing-summary.jpg)
