Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
CE 413
QUANTITY SURVEYING
LIKHA Commercial Buildworks
CONSTRUCTION OF 1-UNIT, 3-STOREY 15-CLASSROOM ELEMENTARY
SCHOOL BUILDING
Brgy. Kilala, Marawi City
Submitted by:
DE GUZMAN, C.JHEY M.
JAVIER, JAZMIN S.
JORDAN, MA. VIÑA I.
TALATALA, YVONNE PATRIZCH B.
CEM - 3201
Submitted to:
ENGR. KEIZZIAH DAVALOS
INSTRUCTOR
May 24, 2025
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
CONCRETE WORKS
GROUND FLOOR PLAN
COLUMN
Column Mark Number Base (m) Width (m) Height (m)
C1 15 0.35 0.35 3.1 + 1.2 + 0.225
= 4.525
C2 13 0.35 0.4 3.1 + 1.15 + 0.225
= 4.475
C3 13 0.35 0.4 3.1 + 1.2 + 0.225
= 4.525
Volume of Columns:
o C1: 0.35 × 0.35 × 4.525 × 15 = 8.3146875 m3
o C2: 0.35 × 0.4 × 4.475 × 13 = 8.1445 m3
o C3: 0.35 × 0.4 × 4.525 × 13 = 8.2355 m3
Total Volume:
o VT = C1 + C2 + C3 = 24. 6946875 m3
PLANTED COLUMN
Planted Column Number Base (m) Width (m) Height (m)
Mark
PC1 4 0.2 0.2 3.1
Volume of PC1:
o VT = 0.2 × 0.2 × 3.1 × 4 = 0.496 m3
FOOTING
Footing Mark Number Width (m) Length (m) Thickness (m)
F1 11 1.7 1.7 0.3
F2 13 2.8 2.8 0.35
F3 13 2.5 2.5 0.3
F4 2 1.7 3.4 0.3
Volume of Footings:
o F1: 1.7 × 1.7 × 0.3 × 11 = 9.537 m3
o F2: 2.8 × 2.8 × 0.35 × 13 = 35.672 m3
o F3: 2.5 × 2.5 × 0.3 × 13 = 24.375 m3
o F4: 1.7 × 3.4 × 0.3 × 2 = 3.468 m3
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Total Volume:
o VT = F1 + F2 + F3 + F4 = 73.052 m3
TIE BEAM
Tie Beam Mark Base (m) Height (m) Total Length (m)
TG1 0.3 0.5 27.625
TG2 0.3 0.5 85.4
TG3 0.3 0.4 149.4
Length of Tie Beams:
o TG1:
0.350
L = (2.5 – 0.2 – 2 ) × 13 = 27.625 m
o TG2:
L1 = (7 – 0.4) × 11 = 72.6 m
L2 = (6.6 – 0.2) × 2 = 12.8 m
LT = L1 + L2 = 72.6 + 12.8 = 85.4 m
o TG3:
L = (54 – (0.35×12)) × 3 = 149.4 m
Volume of Tie Beams:
o TG1: 0.3 × 0.5 × 27.625 = 4.14375 m3
o TG2: 0.3 × 0.5 × 85.4 = 12.81 m3
o TG3: 0.3 × 0.4 × 149.4 = 17.928 m3
Total Volume:
o VT = TG1 + TG2 + TG3 = 34.88175 m3
WALL FOOTING
Wall Footing Mark Width (m) Thickness (m) Length (m)
WF1 0.4 0.25 20.65
Length of Wall Footing:
L1 = ((0.425 + 0.657 + 0.912 + 956) – 0.025 – 0.1) × 2= 5.65 m
0.1
L2 = (1.55 – 2 ) × 2 = 3 m
L3 = 2.4 × 2 = 4.8 m
0.3
L4 = (3.85 – 0.1 – 2 ) × 2 = 7.2 m
LT = L1 + L2 + L3 + L4 = 20.65 m
Volume of Wall Footing:
o VT = 0.25 × 0.4 × 20.65 = 2.065 m3
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
SLAB ON GRADE
Gross Area of Slab
A1: Comfort Rooms L = 3.15 + 0.1 + 0.2 = 3.45 A1 = (3.45 × 4.85) × 2
W = 4.5 + 0.35 = 4.85 = 33.465 m2
A2: Stair Case L = 3.85 – 0.1 – 0.2 = 3.55 A2 = (3.55 × 4.675) × 2
0.35
W = 4.5 + 2 = 4.675 = 33.1925 m2
A3: Corridor L = 2.5 + 0.2 +
0.35
– 0.1 = 2.775 A3 = 2.775 × 54.35
2
= 150.82125 m2
W = (4.5×12) + 0.35 = 54.35
A4: Classrooms L = 7 – 0.2 + 0.075 = 6.875 A4 = 6.875 × 44.65
0.35 0.35
W = (4.5×10) – 2 – 2 = 44.65 = 306.96875 m2
A5: Column on Rear 0.4 0.15
L = 2 – 2 = 0.125 A5 = (0.125 × 0.35) × 9
Wall = 0.39375 m2
W = 0.35
A6: Column on Front 0.35 0.15
L = 2 – 2 = 0.1 A6 = (0.1 × 0.35) × 9
Wall = 0.315 m2
W = 0.35
A7: Entrance Lstairs = 3.645 Astairs = (3.645 × 1.77) × 0.5 =
Lentrance = 11.74 3.225825 m2
W = 1.77 Aentrance = (11.74 × 1.77) =
20.7798 m2
A7 = Astairs + Aentrance =
24.005625 m2
ATOTAL 549.161875 m2
Area of Interior Walls
A8: Facade L = (4.5 × 8) + 2.428 – (0.35 × 8) A8 = (35.628 × 0.1)
= 35.628 = 3.5628 m2
W = 0.1
A9: Male CR L = 14.965 A9 = (14.965 × 0.1)
W = 0.1 = 1.4965 m2
A10: Female CR L = 13.49 A10 = (13.49 × 0.1)
W = 0.1 = 1.349 m2
A11: Section C-D 0.35
L = (2.5 – 0.2 – 2 ) × 2 = 4.25 A11 = (4.25 × 0.1)
= 0.425 m2
W = 0.1
ATOTAL 6.8333 m2
Area of Exterior Walls
A12: Rear Walls L = (4.5 × 12) – (12 × 0.35) = A12 = (49.8 × 0.15)
49.8 = 7.47 m2
W = 0.15
A13: Classroom Wall L = (7 – 0.4) × 6 = 39.6 A13 = (39.6 × 0.15)
W = 0.15 = 5.94 m2
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
A14: Front Classroom L = (4.5 × 10) – (0.35 × 10) – (0.9 A14 = (32.5 × 0.15)
Wall × 10) = 32.5 = 4.875 m2
W = 0.15
A15: Section 1 & 13 L = (7 – 0.4 – 0.2) × 2 = 12.8 A15 = (12.8 × 0.15)
W = 0.15 = 1.92 m2
ATOTAL 20.205 m2
Total Net Area of Slab:
o ATOTALNET = 549.161875 m2 – 6.8333 m2 – 20.205 m2 = 522.123575 m2
Total Volume of Slab:
o VTOTAL = 522.123575 × 0.1 = 52.2123575 m3
Summary: Class A Mixture
Structures Volume (cu.m)
Columns 24. 6946875
Planted Column 0.496
Footings 73.052
Tie Beams 34.88175
Wall Footings 2.065
Slab 52.2123575
Total 187.401795 m3
CLASS A:
o Cement (40kg) = 187.401795 × 9 = 3516.511928 bags ≈ 3,517 bags
o Cement (50kg) = 187.401795 × 7 = 2735.064833 bags ≈ 2,736 bags
o Sand = 187.401795 × 0.5 = 195.3617738 m3 ≈ 196 m3
o Gravel = 187.401795 × 1 = 187.401795 m3 ≈ 188 m3
SECOND FLOOR
COLUMN
Column Mark Number Base (m) Width (m) Height (m)
C -1 to C-3 39 0.35 0.35 3.2 – 0.1 = 3.1
PC-1 4 0.2 0.2 3.2 – 0.1 = 3.1
Volume of Columns:
o C-1 to C-3: (0.35 x 0.35 x 3.1) 39 = 14.81025 m3
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
o PC-1: (0.35 x 0.35 x 3.1) 4 = 0.496 m3
Total Volume of Columns:
o Vt = (C − 1 to C − 3) + PC − 1 = 14.81025 + 0.496 = 𝟏𝟓. 𝟑𝟎𝟔𝟐𝟓 𝐦𝟑
Cement:
o 40 kgs: 15.30625 x 9 = 𝟏𝟑𝟕. 𝟕𝟓𝟔𝟐𝟓 𝐛𝐚𝐠𝐬
o 50 kgs: 15.30625 x 7 = 𝟏𝟎𝟕. 𝟏𝟒𝟑𝟕𝟓 𝐛𝐚𝐠𝐬
Sand:
o 15.30625 x 0.5 = 𝟕. 𝟔𝟓𝟑𝟏𝟐𝟓 𝐦𝟑
Gravel:
o 15.30625 x 1 = 𝟏𝟓. 𝟑𝟎𝟔𝟐𝟓 𝐦𝟑
GIRDER
Girder Mark Base (m) Height (m) Length (m)
G-1 0.2 0.4 49.8
G-2 0.2 0.4 49.8
G-3 0.2 0.4 49.8
G-4 0.2 0.4 4.3
G-5 0.25 0.5 7.15
G-6 0.2 0.4 29.4
G-7 0.2 0.4 73.15
Volume of Girders:
o G-1: 0.2 x 0.4 x 49.8 = 3.984 m3
o G-2: 0.2 x 0.4 x 49.8 = 3.984 m3
o G-3: 0.2 x 0.4 x 49.8 = 3.984 m3
o G-4: 0.2 x 0.4 x 4.3 = 0.344 m3
o G-5: 0.25 x 0.5 x 7.15 = 0.89375 m3
o G-6: 0.2 x 0.4 x 29.4 = 2.352 m3
o G-7: 0.25 x 0.5 x 73.15 = 9.14375 m3
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Total Volume of Girders:
o Vt = G − 1 + G − 2 + G − 3 + G − 4 + G − 5 + G − 6 + G − 7 = 3.984 +
3.984 +3.984 + 0.344 + 0.89375 + 2.352 + 9.14375 = 𝟐𝟒. 𝟔𝟖𝟓𝟓 𝐦𝟑
Cement:
o 40 kgs: 24.6855 x 9 = 𝟐𝟐𝟐. 𝟏𝟔𝟗𝟓 𝐛𝐚𝐠𝐬
o 50 kgs: 24.6855 x 7 = 𝟏𝟕𝟐. 𝟕𝟗𝟖𝟓 𝐛𝐚𝐠𝐬
Sand:
o 24.6855 x 0.5 = 𝟏𝟐. 𝟑𝟒𝟐𝟕𝟓 𝐦𝟑
Gravel:
o 24.6855 x 1 = 𝟐𝟒. 𝟔𝟖𝟓𝟓 𝐦𝟑
BEAM
Beam Mark Base (m) Height (m) Length (m)
B-1 0.2 0.4 51.35
Volume of Beam
o B-1: 0.2 x 0.4 x 51.35 = 4.108 m3
Total Volume of Beam:
o Vt = B − 1 = 𝟒. 𝟏𝟎𝟖 𝐦𝟑
Cement:
o 40 kgs: 4.108 x 9 = 𝟑𝟔. 𝟗𝟕𝟐 𝐛𝐚𝐠𝐬
o 50 kgs: 4.108 x 7 = 𝟐𝟖. 𝟕𝟓𝟔 𝐛𝐚𝐠𝐬
Sand:
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
o 4.108x 0.5 = 𝟐. 𝟎𝟓𝟒 𝐦𝟑
Gravel:
o 4.108 x 1 = 𝟒. 𝟏𝟎𝟖 𝐦𝟑
SLAB
Slab Mark Number Thickness (m) Length (m) Width (m) Remarks
S-1 2 0.1 3.15 4.5 Two - Way
12 7.1
S-2 12 0.1 2.6 4.5 Two - Way
S-1 1 0.1 1.55 3.85 One - Way
Volume of Slab:
o S-1: (0.1 x 3.15 x 4.5) 2 + (0.1 x 7.1 x 4.5) 10 = 34.785 m3
o S-2: (0.1 x 2.6 x 4.5) 12 = 14.04 m3
o S-1: (0.1 x 1.55 x 3.85) 1 = 0.59675 m3
Total Volume of Slab:
o Vt = S − 1 + S − 2 + S − 1 = 34.785 + 14.04 + 0.59675 = 𝟒𝟗. 𝟒𝟐𝟏𝟕𝟓 𝐦𝟑
Cement:
o 40 kgs: 49.42175 x 9 = 𝟒𝟒𝟒. 𝟕𝟗𝟓𝟕𝟓 𝐛𝐚𝐠𝐬
o 50 kgs: 49.42175 x 7 = 𝟑𝟒𝟓. 𝟗𝟓𝟐𝟐𝟓 𝐛𝐚𝐠𝐬
Sand:
o 49.42175 x 0.5 = 𝟐𝟒. 𝟕𝟏𝟎𝟖𝟕𝟓 𝐦𝟑
Gravel:
o 49.42175 x 1 = 𝟒𝟗. 𝟒𝟐𝟏𝟕𝟓 𝐦𝟑
Summary: Class Mixture A
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Structure Volume (𝐦𝟑 ) Cement (bags) Sand (𝐦𝟑 ) Gravel (𝐦𝟑 )
40 kgs 50 kgs
Column 15.30625 137.75625 107.14375 7.653125 15.30625
Girder 24.6855 222.1695 172.7985 12.34275 24.6855
Beam 4.108 36.972 28.756 2.054 4.108
Slab 49.42175 444.79575 345.95225 24.710875 49.42175
THIRD FLOOR PLAN
COLUMN
Column Mark Number Base (m) Width (m) Height (m)
C -1 to C-3 39 0.35 0.35 3.2 – 0.1 = 3.1
PC-1 4 0.2 0.2 3.2 – 0.1 = 3.1
Volume of Columns:
o C-1 to C-3: (0.35 x 0.35 x 3.1) 39 = 14.81025 m3
o PC-1: (0.35 x 0.35 x 3.1) 4 = 0.496 m3
Total Volume of Columns:
o Vt = (C − 1 to C − 3) + PC − 1 = 14.81025 + 0.496 = 𝟏𝟓. 𝟑𝟎𝟔𝟐𝟓 𝐦𝟑
Cement:
o 40 kgs: 15.30625 x 9 = 𝟏𝟑𝟕. 𝟕𝟓𝟔𝟐𝟓 𝐛𝐚𝐠𝐬
o 50 kgs: 15.30625 x 7 = 𝟏𝟎𝟕. 𝟏𝟒𝟑𝟕𝟓 𝐛𝐚𝐠𝐬
Sand:
o 15.30625 x 0.5 = 𝟕. 𝟔𝟓𝟑𝟏𝟐𝟓 𝐦𝟑
Gravel:
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
o 15.30625 x 1 = 𝟏𝟓. 𝟑𝟎𝟔𝟐𝟓 𝐦𝟑
GIRDER
Girder Mark Base (m) Height (m) Length (m)
G-1 0.2 0.4 49.8
G-2 0.2 0.4 49.8
G-3 0.2 0.4 49.8
G-4 0.2 0.4 4.3
G-5 0.25 0.5 7.15
G-6 0.2 0.4 29.4
G-7 0.2 0.4 73.15
Volume of Girders:
o G-1: 0.2 x 0.4 x 49.8 = 3.984 m3
o G-2: 0.2 x 0.4 x 49.8 = 3.984 m3
o G-3: 0.2 x 0.4 x 49.8 = 3.984 m3
o G-4: 0.2 x 0.4 x 4.3 = 0.344 m3
o G-5: 0.25 x 0.5 x 7.15 = 0.89375 m3
o G-6: 0.2 x 0.4 x 29.4 = 2.352 m3
o G-7: 0.25 x 0.5 x 73.15 = 9.14375 m3
Total Volume of Girders:
o Vt = G − 1 + G − 2 + G − 3 + G − 4 + G − 5 + G − 6 + G − 7 = 3.984 +
3.984 +3.984 + 0.344 + 0.89375 + 2.352 + 9.14375 = 𝟐𝟒. 𝟔𝟖𝟓𝟓 𝐦𝟑
Cement:
o 40 kgs: 24.6855 x 9 = 𝟐𝟐𝟐. 𝟏𝟔𝟗𝟓 𝐛𝐚𝐠𝐬
o 50 kgs: 24.6855 x 7 = 𝟏𝟕𝟐. 𝟕𝟗𝟖𝟓 𝐛𝐚𝐠𝐬
Sand:
o 24.6855 x 0.5 = 𝟏𝟐. 𝟑𝟒𝟐𝟕𝟓 𝐦𝟑
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Gravel:
o 24.6855 x 1 = 𝟐𝟒. 𝟔𝟖𝟓𝟓 𝐦𝟑
BEAM
Beam Mark Base (m) Height (m) Length (m)
B-1 0.2 0.4 51.35
Volume of Beam
o B-1: 0.2 x 0.4 x 51.35 = 4.108 m3
Total Volume of Beam:
o Vt = B − 1 = 𝟒. 𝟏𝟎𝟖 𝐦𝟑
Cement:
o 40 kgs: 4.108 x 9 = 𝟑𝟔. 𝟗𝟕𝟐 𝐛𝐚𝐠𝐬
o 50 kgs: 4.108 x 7 = 𝟐𝟖. 𝟕𝟓𝟔 𝐛𝐚𝐠𝐬
Sand:
o 4.108x 0.5 = 𝟐. 𝟎𝟓𝟒 𝐦𝟑
Gravel:
o 4.108 x 1 = 𝟒. 𝟏𝟎𝟖 𝐦𝟑
SLAB
Slab Mark Number Thickness (m) Length (m) Width (m) Remarks
S-1 2 0.1 3.15 4.5 Two - Way
12 7.1
S-2 12 0.1 2.6 4.5 Two - Way
S-1 1 0.1 1.55 3.85 One - Way
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Volume of Slab:
o S-1: (0.1 x 3.15 x 4.5) 2 + (0.1 x 7.1 x 4.5) 10 = 34.785 m3
o S-2: (0.1 x 2.6 x 4.5) 12 = 14.04 m3
o S-1: (0.1 x 1.55 x 3.85) 1 = 0.59675 m3
Total Volume of Slab:
o Vt = S − 1 + S − 2 + S − 1 = 34.785 + 14.04 + 0.59675 = 𝟒𝟗. 𝟒𝟐𝟏𝟕𝟓 𝐦𝟑
Cement:
o 40 kgs: 49.42175 x 9 = 𝟒𝟒𝟒. 𝟕𝟗𝟓𝟕𝟓 𝐛𝐚𝐠𝐬
o 50 kgs: 49.42175 x 7 = 𝟑𝟒𝟓. 𝟗𝟓𝟐𝟐𝟓 𝐛𝐚𝐠𝐬
Sand:
o 49.42175 x 0.5 = 𝟐𝟒. 𝟕𝟏𝟎𝟖𝟕𝟓 𝐦𝟑
Gravel:
o 49.42175 x 1 = 𝟒𝟗. 𝟒𝟐𝟏𝟕𝟓 𝐦𝟑
Summary: Class Mixture A
Structure Volume (𝐦𝟑 ) Cement (bags) Sand (𝐦𝟑 ) Gravel (𝐦𝟑 )
40 kgs 50 kgs
Column 15.30625 137.75625 107.14375 7.653125 15.30625
Girder 24.6855 222.1695 172.7985 12.34275 24.6855
Beam 4.108 36.972 28.756 2.054 4.108
Slab 49.42175 444.79575 345.95225 24.710875 49.42175
SECOND TO THIRD FLOOR STAIRS
STAIRS
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
No. of Stairs Number of Width (m) Rise (m) Run (m)
Steps
2 16 1.3 0.178 0.280
o Waist Slab
𝐿 = √2.242 + 1.4782 = 2.6837𝑚
𝑊 = 1.3𝑚
𝐻 = 0.125𝑚
𝑉𝑤𝑠 = 2.6837𝑚 ∗ 1.3𝑚 ∗ 0.125𝑚
𝑽𝒘𝒔 = 𝟎. 𝟒𝟑𝟔𝟏𝒎𝟑 ∗ 𝟒 = 𝟏. 𝟕𝟒𝟒𝟒𝒎𝟑
o Steps and Risers
𝑅𝑖𝑠𝑒 = 0.178𝑚
𝑅𝑢𝑛 = 0.280𝑚
𝑊 = 1.3𝑚
𝑉𝑠 = 0.178 ∗ 0.280 ∗ 1.3
𝑽𝒘𝒔 = 𝟎. 𝟐𝟓𝟗𝟐𝒎𝟑 ∗ 𝟒 = 𝟏. 𝟎𝟑𝟔𝟖𝒎𝟑
o Landing
𝐿 = 1.360𝑚
𝑊 = 2.725𝑚
𝐻 = 0.125𝑚
𝑉𝑠 = 1.36 ∗ 2.725 ∗ 0.125
𝑽𝒘𝒔 = 𝟎. 𝟒𝟔𝟑𝟒𝒎𝟑 ∗ 𝟐 = 𝟎. 𝟗𝟐𝟔𝟖𝒎𝟑
Total Volume of Stairs:
o Vt = 1.7444 + 1.0368 + 0.9268 = 𝟑. 𝟕𝟎𝟖𝒎𝟑
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Cement:
o 40 kgs: 3.708 x 9 = 𝟑𝟑. 𝟑𝟕𝟐 𝐛𝐚𝐠𝐬
o 50 kgs: 3.708 x 7 = 𝟐𝟓. 𝟗𝟓𝟔 𝐛𝐚𝐠𝐬
Sand:
o 3.708 x 0.5 = 𝟏. 𝟖𝟓𝟒 𝐦𝟑
Gravel:
o 3.708 x 1 = 𝟑. 𝟕𝟎𝟖 𝐦𝟑
FRONT CONCRETE WALL
𝑇 = 0.155𝑚
𝐻 = 12.187𝑚
𝑊 = 6.655𝑚
𝑉𝑠 = 0.155 ∗ 12.187 ∗ 6.655
𝑽𝒘𝒔 = 𝟏𝟐. 𝟓𝟕𝟏𝟐𝒎𝟑
Cement:
o 40 kgs:12.5712 x 9 = 𝟑𝟏𝟏𝟑. 𝟏𝟒𝟎𝟖 𝐛𝐚𝐠𝐬
o 50 kgs: 12.5712 x 7 = 𝟖𝟕. 𝟗𝟗𝟖𝟒 𝐛𝐚𝐠𝐬
Sand:
o 12.5712 x 0.5 = 𝟔. 𝟐𝟖𝟓𝟔 𝐦𝟑
Gravel:
o 12.5712 x 1 = 𝟏𝟐. 𝟓𝟕𝟏𝟐 𝐦𝟑
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Structure Volume (𝐦𝟑 ) Cement (bags) Sand (𝐦𝟑 ) Gravel (𝐦𝟑 )
40 kgs 50 kgs
Stairs 3.708 33.372 25.956 1.854 3.708
Front 12.5712 3113.1408 87.9984 6.2856 12.5712
Concrete
Wall
MASONRY WORKS
GROUND FLOOR
NO. OF CHB
Height of Walls under Beams/Girders with height of 0.4 m:
H = 3.2 + 0.325 + 0.1 – 0.1 + 0.4 = 3.125 m
Height of Walls under Beams/Girders with height of 0.5 m:
H = 3.2 + 0.325 + 0.1 – 0.1 + 0.4 = 3.025 m
INTERIOR WALLS
o Front Walls (Façade)
L = 4.8(8) + 2.5(2) + 2.428 + 0.35(8.5) – 0.375(2) = 39.703 m
H = 1 + 0.1 + 0.325 = 1.425 m
A = 39.703 × 1.425 = 56.576775 m2
No. of CHB = 56.576775 × 12.5 = 707.2096875 pcs
o Left Interior (Male CR, Stair Case & Storage Room)
L = 16.79 m
H = 3.125 m
Awalls = 16.79 × 3.125 = 52.46875 m2
ADOORS = 6.93 m2
ANET = 52.46875 – 6.93 = 45.53875 m2
No. of CHB = 45.53875 × 12.5 = 569.234375 pcs
o Right Interior (Female CR, Stair Case & Storage Room)
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
L = 18.265 m
H = 3.125
A = 18.265 × 3.125 = 57.078125 m2
ADOORS = 6.93 m2
ANET = 57.078125 – 6.93 = 50.148125 m2
No. of CHB = 50.148125 × 12.5 = 626.85156 pcs
EXTERIOR WALLS
o Front Classroom Walls
L = 4.5(10) – 0.35(10) + 2.85(2) = 47.2 m2
H = 3.125 m
A = 47.2 × 3.125 = 147.5 m2
ADOORS & WINDOWS = 1.2(10) + 0.6(10) = 18 m2
ANET = 147.5 – 18 = 129.5 m2
No. of CHB = 129.5 × 12.5 = 1618.75 pcs
o Side Interior (Classroom Walls & Exterior Stair Case Walls)
L = (7 – 0.4) × 6 = 39.6 + 3.55(2) = 46.7
H = 3.025 m
A = 46.7 × 3.025 = 141.2675 m2
No. of CHB = 141.2675 × 12.5 = 1765.84375 pcs
o Rear Walls
L = 4.5(12) – 0.35(12) = 49.8
H = 3.125 m
A = 49.8 × 3.125 = 155.625 m2
AWINDOWS = 63.54 m2
ANET = 155.625 – 63.54 = 92.085 m2
No. of CHB = 92.085 × 12.5 = 1151.0625 pcs
SUMMARY
No. of CHB
Interior Walls 1904
Exterior Walls 4536
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
MORTAR
Exterior Walls (0.15 m):
ATOTAL = 129.5 + 141.2675 + 92.085 = 362.8525 m2
CLASS A Cement: 362.8525 × 1.526 = 553.712915 bags
Sand: 362.8525 × 0.0844 = 30.624751 m3
Interior Walls (0.1 m):
ATOTAL = 45.53875 + 50.148125 + 56.576775 = 152.26365 m2
CLASS A Cement: 152.26365 × 0.792 = 120.5928108 bags
Sand: 152.26365 × 0.0435 = 6.623468775 m3
PLASTER
Height of Walls under Beams/Girders with height of 0.4 m:
H = 3.2 – 0.1 - 0.4 = 2.7 m
Height of Walls under Beams/Girders with height of 0.5 m:
H = 3.2 – 0.1 – 0.5 = 2.6 m
INTERIOR WALLS
o Front Walls (Façade)
L = 39.703 m
H=1m
A = 39.703 × 1 = 39.703 m2
CLASS A Cement: 39.703 × 0.144 × 2 = 11.434464 bags
Sand: 9.703 × 0.08 × 2 = 6.35248 m3
o Left Interior (Male CR, Stair Case & Storage Room)
L = 16.79 m
H = 2.7 m
ADOORS = 6.93 m2
Awalls = 16.79 × 2.7 – 6.93 = 38.403 m2
CLASS A Cement: 38.403 × 0.144 × 2 = 11.060064 bags
Sand: 38.403 × 0.08 × 2 = 6.14448 m3
o Right Interior (Female CR, Stair Case & Storage Room)
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
L = 18.265 m
H = 2.7 m
ADOORS = 6.93 m2
A = 18.265 × 2.7 – 6.93 = 42.3855 m2
CLASS A Cement: 42.3855 × 0.144 × 2 = 12.207024 bags
Sand: 42.3855 × 0.08 × 2 = 6.78168 m3
EXTERIOR WALLS
o Front Classroom Walls
L = 4.5(10) – 0.35(10) + 2.85(2) = 47.2 m2
H = 2.7 m
ADOORS & WINDOWS = 1.2(10) + 0.6(10) = 18 m2
A = 47.2 × 2.7 – 18 = 109.44 m2
CLASS A Cement: 109.44 × 0.144 × 2 = 31.51872 bags
Sand: 109.44 × 0.08 × 2 = 17.5104 m3
o Side Interior (Classroom Walls & Exterior Stair Case Walls)
L = (7 – 0.4) × 6 = 39.6 + 3.55(2) = 46.7
H = 2.6 m
A = 46.7 × 2.6 = 121.42 m2
CLASS A Cement: 121.42 × 0.144 × 2 = 34.96896 bags
Sand: 121.42 × 0.08 × 2 = 19.4272 m3
o Rear Walls
L = 4.5(12) – 0.35(12) = 49.8
H =2.7 m
AWINDOWS = 63.54 m2
A = 49.8 × 2.7– 63.54 = 70.92 m2
CLASS A Cement: 70.92× 0.144 × 2 = 20.42496 bags
Sand: 70.92 × 0.08 × 2 = 11.3472 m3
TOTAL AREA OF COLUMN:
A = 88.03 m2
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
CLASS A Cement: 88.03× 0.144 = 12.67632 bags
Sand: 88.03× 0.08 = 7.0424 m3
SUMMARY
No. of Cement (Bags) Sand (m3)
Interior Walls 34.701552 12.92616
Exterior Walls 86.91264 48.2848
Column 12.67632 7.0424
Total 134.290512 68.25336
SECOND FLOOR PLAN
NO. OF CHB
Height: 2.7m
• Exterior Walls (150 mm)
o Left Wall
6.45 𝑥 2.7 = 17.415 (12.5) = 𝟐𝟏𝟕. 𝟔𝟖𝟕5 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Right Wall
6.45 𝑥 2.7 = 17.415 (12.5) = 𝟐𝟏𝟕. 𝟔𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Rear Wall
49.8 𝑥 2.7 = 134.48 − 10(6) − 10(1.2) − 2(0.57) = 61.34 (12.5)
= 𝟕𝟔𝟔. 𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Front Classroom Wall
4.15 𝑥 2.7 = 11.205(10) = 112.05 − 10(2.16) − 10(1.2)
= 78.45 𝑥 12.5 = 𝟗𝟖𝟎. 𝟔𝟐𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Classroom Wall
6.65 𝑥 2.7 = 17.955 (6) = 107.73(12.5)
= 𝟏𝟑𝟒𝟔. 𝟔𝟐𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
• Interior Walls (100mm)
o Left Wall
2.15 𝑥 1 = 2.15 (12.5) = 𝟐𝟔. 𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Right Wall
2.15 𝑥 1 = 2.15 (12.5) = 𝟐𝟔. 𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
o Front Wall
45.65 𝑥 12.5 = 𝟓𝟕𝟎. 𝟔𝟐𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Male CR Wall
(4.185 − 1.68) + (8.325 − 1.68) + 3.24 + (3.645 − 1.68) + 1.755
+ 7.6725 = 23.6475 (12.5) = 𝟐𝟗𝟓. 𝟓𝟗𝟑𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Female CR Wall
(4.185 − 1.68) + (8.235 − 1.68) + 1.08 + (3.645 − 1.68) + 7.6725
= 19.7775 (12.5) = 𝟐𝟒𝟕. 𝟐𝟏𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Stairs Wall
3.925 𝑥 2.7 = 10.5975(12.5) = 𝟏𝟑𝟐. 𝟒𝟔𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
CEMENT MORTAR
• Exterior Walls (150mm)
o Left Wall
6.45 𝑥 2.7 = 𝟏𝟕. 𝟒𝟏𝟓 𝒎𝟐
o Right Wall
6.45 𝑥 2.7 = 𝟏𝟕. 𝟒𝟏𝟓 𝒎𝟐
o Rear Wall
49.8 𝑥 2.7 = 134.48 − 10(6) − 10(1.2) − 2(0.57) = 𝟔𝟏. 𝟑𝟒 𝒎𝟐
o Front Classroom Wall
4.15 𝑥 2.7 = 11.205(10) = 112.05 − 10(2.16) − 10(1.2)
= 𝟕𝟖. 𝟒𝟓 𝒎𝟐
o Classroom Wall
6.65 𝑥 2.7 = 17.955 (6) = 𝟏𝟎𝟕. 𝟕𝟑 𝒎𝟐
• Interior Walls (100mm)
o Left Wall
2.15 𝑥 1 = 𝟐. 𝟏𝟓 𝒎𝟐
o Right Wall
2.15 𝑥 1 = 𝟐. 𝟏𝟓 𝒎𝟐
o Front Wall
4.5 𝑥 11 = 𝟒𝟓. 𝟔𝟓 𝒎𝟐
o Male CR Wall
(4.185 − 1.68) + (8.325 − 1.68) + 3.24 + (3.645 − 1.68) + 1.755
+ 7.6725 = 𝟐𝟑. 𝟔𝟒𝟕𝟓 𝒎𝟐
o Female CR Wall
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
(4.185 − 1.68) + (8.235 − 1.68) + 1.08 + (3.645 − 1.68)
+ 7.6725 = 𝟏𝟗. 𝟕𝟕𝟕𝟓 𝒎𝟐
o Stairs Wall
3.925 𝑥 2.7 = 𝟏𝟎. 𝟓𝟗𝟕𝟓 𝒎𝟐
PLASTERING
• Exterior Walls (150mm)
o Left Wall
7.175 𝑥 2.7 = 19.3725 (2) = 𝟑𝟖. 𝟕𝟒𝟓 𝒎𝟐
o Right Wall
7.175 𝑥 2.7 = 19.3725 (2) = 𝟑𝟖. 𝟕𝟒𝟓 𝒎𝟐
o Rear Wall
54.35 𝑥 2.7 = 146.745 − 10(6) − 10(1.2) − 2(0.57) = 73.605 (2)
= 𝟏𝟒𝟕. 𝟐𝟏 𝒎𝟐
o Front Classroom Wall
[10(4.5) + 2(0.175) + 2(0.35) ][2.7] − 10(2.16) − 10(1.2)
= 90.735 𝑥 2 = 𝟏𝟖𝟏. 𝟒𝟕 𝒎𝟐
o Classroom Wall
6.65(6) + 0.5(11) = 45.4 𝑥 2.7 = 122.58(2) = 𝟐𝟒𝟓. 𝟏𝟔 𝒎𝟐
• Interior Walls (100mm)
o Left Wall
2.675 𝑥 1 = 2.675 (2) = 𝟓. 𝟑𝟓 𝒎𝟐
o Right Wall
2.675 𝑥 1 = 2.675 (2) = 𝟓. 𝟑𝟓 𝒎𝟐
o Front Wall
4.5 𝑥 11 = 49.5 + 0.35 = 49.85 𝑥 2 = 𝟗𝟗. 𝟕 𝒎𝟐
o Male CR Wall
(4.05 − 1.68) + (8.775 − 1.68) + 3.105 + (3.51 − 1.68) + 1.89
+ 8.3025 = 24.5925 (2) = 𝟒𝟗. 𝟏𝟖𝟓
o Female CR Wall
(4.05 − 1.68) + (8.775 − 1.68) + 1.4175 + (3.51 − 1.68)
+ 8.3025 = 21.015 (2) = 𝟒𝟐. 𝟎𝟑 𝒎𝟐
o Stairs Wall
3.925 𝑥 2.7 = 𝟏𝟎. 𝟓𝟗𝟕𝟓 𝒎𝟐
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Summary:
Masonry No. of CHB (pcs)
Works
No. of CHB Exterior Wall 3529.375
(150mm)
Interior Wall 1299.65625
(100mm)
Masonry Area ( 𝒎𝟐 ) Cement (bags) Sand ( 𝒎𝟑 )
Works Class A
Cement Mortar Exterior Wall 282.35 282.35 x 1.526 282.35 x 0.0844
(150mm) = 430.8661 = 23.83034
Interior Wall 103.9725 103.9725x 0.792 103.9725 x
(100mm) = 82.34622 0.0435 =
4.55280375
Plastering Exterior Wall 651.33 651.33 x 0.144 651.33 x 0.008 =
(150mm) = 93.79152 5.21064
Interior Wall 212.2125 212.215 x 0.144 212.215 x 0.008
(100mm) = 30.55896 = 1.69772
THIRD FLOOR
NO. OF CHB
Height: 2.8m
• Exterior Walls (150mm)
o Left Wall
6.45 𝑥 2.8 = 18.06(12.5) = 𝟐𝟐𝟓. 𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Right Wall
6.45 𝑥 2.8 = 18.06(12.5) = 𝟐𝟐𝟓. 𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Rear Wall
49.8 𝑥 2.8 = 139.44 − 10(6) − 10(1.2) − 2(0.57) = 75.9 (12.5)
= 𝟗𝟒𝟖. 𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Front Classroom Wall
4.15 𝑥 2.8 = 11.62(10) = 116.2 − 10(2.16) − 10(1.2)
= 82.6 𝑥 12.5 = 𝟏𝟎𝟑𝟐. 𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Classroom Wall
6.65 𝑥 2.8 = 18.62 (6) = 111.72(12.5) = 𝟏𝟑𝟗𝟔. 𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
• Interior Wall (100mm)
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
o Left Wall
2.15 𝑥 1 = 2.15 (12.5) = 𝟐𝟔. 𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Right Wall
2.15 𝑥 1 = 2.15 (12.5) = 𝟐𝟔. 𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Front Wall
45.65 𝑥 12.5 = 𝟓𝟕𝟎. 𝟔𝟐𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Male CR Wall
(4.34 − 1.68) + (8.54 − 1.68) + 3.36 + (3.78 − 1.68) + 1.82
+ 7.91 = 24.71 (12.5) = 𝟑𝟎𝟖. 𝟖𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Female CR Wall
(4.34 − 1.68) + (8.54 − 1.68) + 1.12 + (3.645 − 1.68) + 7.91
= 20.515 (12.5) = 𝟐𝟓𝟔. 𝟒𝟑𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
o Stairs Wall
3.925 𝑥 2.8 = 10.99(12.5) = 𝟏𝟑𝟕. 𝟑𝟕𝟓 𝒑𝒄𝒔 𝒐𝒇 𝑪𝑯𝑩
CEMENT MORTAR
• Exterior Walls (150mm)
o Left Wall
6.45 𝑥 2.8 = 𝟏𝟖. 𝟎𝟔 𝒎𝟐
o Right Wall
6.45 𝑥 2.8 = 𝟏𝟖. 𝟎𝟔 𝒎𝟐
o Rear Wall
49.8 𝑥 2.8 = 139.44 − 10(6) − 10(1.2) − 2(0.57) = 𝟕𝟓. 𝟗 𝒎𝟐
o Front Classroom Wall
4.15 𝑥 2.8 = 11.62(10) = 116.2 − 10(2.16) − 10(1.2) = 𝟖𝟐. 𝟔 𝒎𝟐
o Classroom Wall
6.65 𝑥 2.8 = 18.62 (6) = 𝟏𝟏𝟏. 𝟕𝟐 𝒎𝟐
• Interior Walls (100mm)
o Left Wall
2.15 𝑥 1 = 𝟐. 𝟏𝟓 𝒎𝟐
o Right Wall
2.15 𝑥 1 = 𝟐. 𝟏𝟓 𝒎𝟐
o Front Wall
4.5 𝑥 11 = 𝟒𝟓. 𝟔𝟓 𝒎𝟐
Leading Innovations, Transforming Lives, Building the Nation
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The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
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E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
o Male CR Wall
(4.34 − 1.68) + (8.54 − 1.68) + 3.36 + (3.78 − 1.68) + 1.82
+ 7.91 = 24.71 (12.5) = 𝟑𝟎𝟖. 𝟖𝟕𝟓 𝒎𝟐
o Female CR Wall
(4.34 − 1.68) + (8.54 − 1.68) + 1.12 + (3.645 − 1.68) + 7.91
= 𝟐𝟎. 𝟓𝟏𝟓 𝒎𝟐
o Stairs Wall
3.925 𝑥 2.8 = 𝟏𝟎. 𝟗𝟗 𝒎𝟐
PLASTERING
• Walls (150mm)
o Left Wall
7.175 𝑥 2.8 = 20.09(2) = 𝟒𝟎. 𝟏𝟖 𝒎𝟐
o Right Wall
7.175 𝑥 2.8 = 20.09 (2) = 𝟒𝟎. 𝟏𝟖 𝒎𝟐
o Rear Wall
54.35 𝑥 2.8 = 152.18 − 10(6) − 10(1.2) − 2(0.57) = 79.04 (2)
= 𝟏𝟓𝟖. 𝟎𝟖 𝒎𝟐
o Front Classroom Wall
[10(4.5) + 2(0.175) + 2(0.35) ][2.8] − 10(2.16) − 10(1.2)
= 95.34 𝑥 2 = 𝟏𝟗𝟎. 𝟔𝟖 𝒎𝟐
o Classroom Wall
6.65(6) + 0.5(11) = 45.4 𝑥 2.8 = 127.12(2) = 𝟐𝟓𝟒. 𝟐𝟒 𝒎𝟐
• Interior Walls (100mm)
o Left Wall
2.675 𝑥 1 = 2.675 (2) = 𝟓. 𝟑𝟓 𝒎𝟐
o Right Wall
2.675 𝑥 1 = 2.675 (2) = 𝟓. 𝟑𝟓 𝒎𝟐
o Front Wall
4.5 𝑥 11 = 49.5 + 0.35 = 49.85 𝑥 2 = 𝟗𝟗. 𝟕 𝒎𝟐
o Male CR Wall
(4.2 − 1.68) + (9.1 − 1.68) + 3.22 + (3.64 − 1.68) + 1.96 + 8.61
= 25.69 (2) = 𝟓𝟏. 𝟑𝟖 𝒎𝟐
o Female CR Wall
Leading Innovations, Transforming Lives, Building the Nation
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The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
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E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
(4.2 − 1.68) + (9.1 − 1.68) + 1.47 + (3.64 − 1.68) + 8.61
= 21.98 (2) = 𝟒𝟐. 𝟗𝟔 𝒎𝟐
o Stairs Wall
3.925 𝑥 2.8 = 10.99(2) = 𝟐𝟏. 𝟗𝟖 𝒎𝟐
Summary:
Masonry No. of CHB (pcs)
Works
No. of CHB Exterior Wall 3829.25
(150mm)
Interior Wall 1327.0625
(100mm)
Masonry Area ( 𝒎𝟐 ) Cement (bags) Sand ( 𝒎𝟑 )
Works Class A
Cement Mortar Exterior Wall 306.34 306.34x 1.526 = 306.34x 0.0844
(150mm) 467.47484 = 25.855096
Interior Wall 390.33 390.33 x 0.792 390.33 x 0.0435
(100mm) = 309.14136 = 16.979355
Plastering Exterior Wall 683.36 683.36 x 0.144 683.36 x 0.008=
(150mm) = 98.40384 5.466 88
Interior Wall 226.72 226.72 x 0.144 226.72 x
(100mm) = 32.64768 0.008=1.81376
STEEL WORKS
FOOTINGS
⚫ For F-1
Length = 1.7 − 0.075(2) + 0.096(2) = 1.742m
6m
Factor = = 3.44 ≈ 3 cuts
1.742m
𝑛𝑐𝑢𝑡 = 9 × 2 × 11 = 198 cut bars
198 cuts
𝑛6𝑚 = = 𝟔𝟔𝐩𝐜𝐬 − 𝟏𝟔𝐦𝐦∅ × 𝟔𝐦
3 cuts
Tie Wires:
LTW = (9 × 9) × 11 × 0.3 = 267.3m
Leading Innovations, Transforming Lives, Building the Nation
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The National Engineering University
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
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College of Engineering – Department of Civil Engineering
267.3m
Weight = = 𝟓. 𝟎𝟒𝟑𝟒 𝐤𝐠
53
⚫ For F-2
Length = 2.8 − 0.075(2) + 0.12(2) = 2.89m
6m
Factor = = 2.08 ≈ 2 cuts
2.89m
𝑛𝑐𝑢𝑡 = 12 × 2 × 13 = 312 cut bars
312 cuts
𝑛6𝑚 = = 𝟏𝟓𝟔𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
2 cuts
Tie Wires:
LTW = (12 × 12) × 13 × 0.3 = 561.6m
561.6m
Weight = = 𝟏𝟎. 𝟓𝟗𝟔𝟐 𝐤𝐠
53
⚫ For F-3
Length = 2.5 − 0.075(2) + 0.12(2) = 2.59m
6m
Factor = = 2.32 ≈ 2 cuts
2.59m
𝑛𝑐𝑢𝑡 = 11 × 2 × 13 = 286 cut bars
286 cuts
𝑛6𝑚 = = 𝟏𝟒𝟑𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
2 cuts
Tie Wires:
LTW = (11 × 11) × 13 × 0.3 = 471.9m
471.9m
Weight = = 𝟖. 𝟗𝟎𝟑𝟖 𝐤𝐠
53
⚫ For F-4 (X-Bars)
Length = 1.7 − 0.075(2) + 0.12(2) = 1.79m
6m
Factor = = 3.35 ≈ 3 cuts
1.79m
𝑛𝑐𝑢𝑡 = 15 × 1 × 2 = 30 cut bars
30 cuts
𝑛6𝑚 = = 𝟑𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
3 cuts
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
⚫ For F-4 (Y-Bars)
Length = 3.4 − 0.075(2) + 0.12(2) = 3.49m
6m
Factor = = 1.72 ≈ 1 cut
3.49m
𝑛𝑐𝑢𝑡 = 9 × 1 × 2 = 18 cut bars
18 cuts
𝑛6𝑚 = = 𝟏𝟖𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
1 cut
Tie Wires:
LTW = (15 × 9) × 2 × 0.3 = 81m
81
Weight = = 𝟏. 𝟓𝟐𝟖𝟑 𝐤𝐠
53
Summary:
Rebar Diameter Total Number of Rebars (pcs)
16mm∅ × 6m rebars 66
20mm∅ × 6m rebars 327
Tie Wire Number of Tie Wires (kg)
F-1 5.0434
F-2 10.5962
F-3 8.9038
F-4 1.5283
Total 26.0717 kg
COLUMNS
GROUND FLOOR
⚫ For F1-C1: 11 columns
Length = 0.256_0.225 + 1.2 + 0.325 + 3.2 + 0.4 = 5.606m
nmainRSB = 8pcs × 11 = 𝟖𝟖𝐩𝐜𝐬 − 𝟏𝟔𝐦𝐦∅ × 𝟔𝐦
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
⚫ For F2-C2: 13 columns
Length = 0.32 + 0.2625 + 1.15 + 0.325 + 3.2 + 0.4 = 5.6575m
nmainRSB = 14pcs × 13 = 𝟏𝟖𝟐𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
⚫ For F3-C3: 13 columns
Length = 0.32 + 0.225 + 1.2 + 0.325 + 3.2 + 0.4 = 5.67m
nmainRSB = 12pcs × 13 = 156𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
⚫ For F4-C1: 4 columns
Length = 0.32 + 0.225 + 1.2 + 0.325 + 3.2 + 0.4 = 5.67m
nmainRSB = 8pcs × 4 = 𝟑𝟐𝐩𝐜𝐬 − 𝟏𝟔𝐦𝐦∅ × 𝟔𝐦
Lateral Ties and Tie Wires:
⚫ For C-1: 15 Columns
Perimeter = (0.35 × 4) − 0.1 = 1.3m
Length = 2.7 + 1.2 + 0.225 = 4.125m
2.0625 − 0.05(1) − 0.075(8)
nties @0.15m O. C. = = 9.42 ≈ 10 ties
0.15
ntotal = (10 + 1 + 8) × 2 = 38 + 1 = 39 × 15 = 585 pcs.
6m
ncut = = 4.62 ≈ 4 cuts/RSB
1.3m
585pcs × 1.3m
Total = = 190.125 ≈ 𝟏𝟗𝟏 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
4 cuts
Tie Wires:
No. of ties = 8 × 585 ties × 0.3 = 1404m
1404m
Weight = = 𝟐𝟔. 𝟒𝟗𝟎𝟔 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
⚫ For C-2: 13 Columns
Perimeter = [(0.35 × 2) + (0.4 × 2)] − 0.1 = 1.4m
Length = 2.7 + 1.2 + 0.2625 = 4.1125m
2.05625 − 0.05(1) − 0.075(8)
nties @0.15m O. C. = = 8.375 ≈ 9 ties
0.15
Leading Innovations, Transforming Lives, Building the Nation
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
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College of Engineering – Department of Civil Engineering
ntotal = (9 + 1 + 8) × 2 = 40 + 1 = 41 × 13 = 533 pcs.
6m
ncut = = 4.2857 ≈ 4 cuts/RSB
1.4m
533pcs × 1.4m
Total = = 186.55 ≈ 𝟏𝟖𝟕 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
4 cuts
Tie Wires:
No. of ties = 14 × 533 ties × 0.3 = 2238.6m
2238.6m
Weight = = 𝟒𝟐. 𝟐𝟑𝟕𝟕 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
⚫ For C-3: 13 Columns
Perimeter = [(0.35 × 2) + (0.4 × 2)] − 0.1 = 1.4m
Length = 2.7 + 1.2 + 0.225 = 4.125m
2.0625 − 0.05(1) − 0.075(10)
nties @0.15m O. C. = = 8.4167 ≈ 9 ties
0.15
ntotal = (9 + 1 + 10) × 2 = 40 + 1 = 41 × 13 = 533 pcs.
6m
ncut = = 4.2857 ≈ 4 cuts/RSB
1.4m
533pcs × 1.4m
Total = = 186.55 ≈ 𝟏𝟖𝟕 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
4 cuts
Tie Wires:
No. of ties = 12 × 533 ties × 0.3 = 1918.8m
1918.8m
Weight = = 𝟑𝟔. 𝟐𝟎𝟑𝟖 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
SECOND TO THIRD FLOOR
⚫ For C1: 15 columns
Length = 3.2 + 0.4 = 3.6m
nmainRSB = 8pcs × 15 = 𝟏𝟐𝟎 𝐩𝐜𝐬 − 𝟏𝟔𝐦𝐦∅ × 𝟔𝐦
⚫ For C2: 13 columns
Length = 3.2 + 0.4 = 3.6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
nmainRSB = 12pcs × 13 = 𝟏𝟓𝟔 𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
⚫ For C2: 13 columns
Length = 3.2 + 0.4 = 3.6m
nmainRSB = 12pcs × 13 = 𝟏𝟓𝟔 𝐩𝐜𝐬 − 𝟐𝟎𝐦𝐦∅ × 𝟔𝐦
⚫ For PC-1: 4 columns
Length = 0.1 + 0.325 + 2.6837 = 3.1087m
nmainRSB = 4pcs × 4 = 𝟏𝟐 𝐩𝐜𝐬 − 𝟏𝟔𝐦𝐦∅ × 𝟔𝐦
Lateral Ties and Tie Wires:
⚫ For C1: 15 Columns
Perimeter = (0.35 × 4) − 0.1 = 1.3m
Length = 2.7m
1.35 − 0.05(1) − 0.075(8)
nties @0.15m O. C. = = 4.6667 ≈ 5 ties
0.15
ntotal = (5 + 1 + 8) × 2 = 28 + 1 = 29 × 15 = 435 pcs.
6m
ncut = = 4.615 ≈ 4 cuts/RSB
1.3m
435 × 1.3m
Total = = 141.375 ≈ 𝟏𝟒𝟐 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
4 cuts
Tie Wires:
No. of ties = 8 × 435 ties × 0.3 = 1044m
1044m
Weight = = 𝟏𝟗. 𝟔𝟗𝟖𝟏 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
⚫ For C2: 13 Columns
Perimeter = (0.35 × 4) − 0.1 = 1.3m
Length = 2.7m
1.35 − 0.05(1) − 0.075(8)
nties @0.15m O. C. = = 4.6667 ≈ 5 ties
0.15
ntotal = (5 + 1 + 8) × 2 = 28 + 1 = 29 × 13 = 377 pcs.
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
6m
ncut = = 4.615 ≈ 4 cuts/RSB
1.3m
377 × 1.3m
Total = = 122.525 ≈ 𝟏𝟐𝟑 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
4 cuts
Tie Wires:
No. of ties = 12 × 377 ties × 0.3 = 1357.2m
1357.2m
Weight = = 𝟐𝟓. 𝟔𝟎𝟕𝟓 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
⚫ For C2: 13 Columns
Perimeter = (0.35 × 4) − 0.1 = 1.3m
Length = 2.7m
1.35 − 0.05(1) − 0.075(8)
nties @0.15m O. C. = = 4.6667 ≈ 5 ties
0.15
ntotal = (5 + 1 + 8) × 2 = 28 + 1 = 29 × 13 = 377 pcs.
6m
ncut = = 4.615 ≈ 4 cuts/RSB
1.3m
377 × 1.3m
Total = = 122.525 ≈ 𝟏𝟐𝟑 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
4 cuts
Tie Wires:
No. of ties = 12 × 377 ties × 0.3 = 1357.2m
1357.2m
Weight = = 𝟐𝟓. 𝟔𝟎𝟕𝟓 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
⚫ For PC-1: 4 Columns
Perimeter = (0.2 × 4) − 0.1 = 0.7m
Length = 0.1 + 0.325 + 2.6837 = 3.1087m
1.55435 − 0.05(1) − 0.075(8)
nties @0.15m O. C. = = 6.029 ≈ 7 ties
0.15
ntotal = (7 + 1 + 8) × 2 = 32 + 1 = 33 × 4 = 132 pcs.
6m
ncut = = 8.5711 ≈ 8 cuts/RSB
0.7m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
132 × 0.7m
Total = = 11.55 ≈ 𝟏𝟐 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
8 cuts
Tie Wires:
No. of ties = 4 × 132 ties × 0.3 = 158.4m
158.4m
Weight = = 𝟐. 𝟗𝟖𝟖𝟕 𝐤𝐠 𝐭𝐢𝐞 𝐰𝐢𝐫𝐞𝐬
53
Summary:
Column Floor Lateral Ties Tie Wires (kg)
1st Floor 565 pcs. 10mm∅ × 6m 104.9321
2nd Floor 400pcs. 10mm∅ × 6m 73.9018
3rd Floor 400pcs. 10mm∅ × 6m 73.9018
Total 𝟏𝟑𝟔𝟓 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦 252.7357
Column Floor Main Rebars for Column Total Number of Bars (pcs)
16mm∅ × 6m 120
1st Floor
20mm∅ × 6m 338
16mm∅ × 6m 132
2nd Floor
20mm∅ × 6m 312
16mm∅ × 6m 132
3rd Floors
20mm∅ × 6m 312
𝟏𝟔𝐦𝐦∅ × 𝟔𝐦 384
Total
𝟐𝟎𝐦𝐦∅ × 𝟔𝐦 962
WALL FOOTING
Length of Wall Footing:
L1 = 2.950m + 0.6m = 3.55m
L2 = 1.150m + 0.6m = 1.75m
L3 = 3.850m + 0.6m = 4.45m
L4 = 2.740m + 0.6m = 3.34m
For Temp. Bars:
6m
= 1.69 or 1 pc. of 3.55m per 6m
3.55m
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# of rebars = 3/1 = 3pcs. −10mm∅ × 6m
Total = 3 + 3 = 6pcs.× 2 = 𝟏𝟐 𝐩𝐜𝐬. −𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
6m
= 3.43 or 3 pc. of 1.75m per 6m
1.75m
# of rebars = 3/3 = 1pc. −10mm∅ × 6m
Total = 3 + 1 = 4pcs.× 2 = 𝟖𝐩𝐜𝐬. −𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
6m
= 1.35 or 1 pcs. of 4.45m per 6m
4.45m
# of rebars = 3/1 = 3pc. s − 10mm∅ × 6m
Total = 3 + 3 = 6pcs.× 2 = 𝟏𝟐 𝐩𝐜𝐬. −𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
6m
= 1.80 or 1 pc. of 3.34m per 6m
3.34
# of rebars = 3/1 = 3pcs. −10mm∅ × 6m
Total = 3 + 3 = 6pcs.× 2 = 𝟏𝟐𝐩𝐜𝐬. −𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
Total Number of Rebas for Temp. Bars = 𝟒𝟒 𝐩𝐜𝐬. −𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
For Main Bars:
𝐿 = 0.4 − 0.75 − 0.75 + 0.75 + 0.75 = 0.4𝑚
2.950m
# of 0.4m needed = = 9.8pcs. or 10 − 10mm∅ × 0.4m
0.3
6m
= 15pcs. of 0.4m for every 10mm∅ × 0.4m
0.4
10
= 0.67 × 2 = 1.34 pcs. or 𝟐 𝐩𝐜. − 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
15
𝐿 = 0.4 − 0.75 − 0.75 + 0.75 + 0.75 = 0.4𝑚
1.150m
# of 0.4m needed = = 3.83pcs. or 4 − 10mm∅ × 0.4m
0.3
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College of Engineering – Department of Civil Engineering
6m
= 15pcs. of 0.4m for every 10mm∅ × 0.4m
0.4
4
= 0.27 × 2 = 0.54 pcs. or 𝟏 𝐩𝐜. − 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
15
𝐿 = 0.4 − 0.75 − 0.75 + 0.75 + 0.75 = 0.4𝑚
3.850
# of 0.4m needed = = 12.83pcs. or 13 − 10mm∅ × 0.4m
0.3
6m
= 15pcs. of 0.4m for every 10mm∅ × 0.4m
0.4
13
= 0.87 × 2 = 1.74 pcs. or 𝟐 𝐩𝐜𝐬. − 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
15
𝐿 = 0.4 − 0.75 − 0.75 + 0.75 + 0.75 = 0.4𝑚
2.740m
# of 0.4m needed = = 9.13pcs. or 10 − 10mm∅ × 0.4m
0.3
6m
= 15pcs. of 0.4m for every 10mm∅ × 0.4m
0.4
10
= 0.67 × 2 = 1.34 pcs. or 𝟐 𝐩𝐜𝐬. − 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
15
Total Number of Rebas for Temp. Bars = 𝟕 𝐩𝐜𝐬. . −𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
Summary:
Rebars Total Rebar
Bottom Bars 44 pcs. −10mm∅ × 6m
Mai Bars 7 pcs. . −10mm∅ × 6m
Total 𝟓𝟏 𝐩𝐜𝐬. 𝟏𝟎𝐦𝐦∅ × 𝟔𝐦
SLAB
GROUND FLOOR
Spacing = 200
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ATOTAL = 522.1235 m2
No. of steel reinforcement
No. of bars = 522.1235 × 2.88= 1503.7159 pcs × 10 mm × 6 m
Tie Wires = 522.1235 × 0.222= 115.9114 kg
SECOND FLOOR
o S1 (One way slab)
Spacing = 200
L = 3.85 m
W = 1.55 m
AS1 = 1.55 × 3.85 = 52.46875 m2
No. of steel reinforcement
No. of bars = 52.46875 × 2.465= 129.3355 pcs × 10 mm × 6 m
Tie Wires = 52.46875 × 0.152= 0.9071 kg
o S1 (Two way slab)
Spacing = 200
L = 3.15 m
L = 7.1 m
W = 4.5 m
AS1 = (3.15 × 4.5)2 +(7.1 × 4.5)10= 347.85 m2
No. of steel reinforcement
No. of bars = 347.85 × 2.88= 1001.808 pcs × 10 mm × 6 m
Tie Wires = 347.85 × 0.222= 77.2227 kg
o S2 (Two way slab)
Spacing = 300
L = 2.6 m
W = 4.5 m
AS1 =12( 4.5 × 2.6 )= 140.4 m2
No. of steel reinforcement
No. of bars = 140.4 × 2.507= 351.9828 pcs × 10 mm × 6 m
Tie Wires = 5140.4 × 0.165= 23.166 kg
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THIRD FLOOR
o S1 (One way slab)
Spacing = 200
L = 3.85 m
W = 1.55 m
AS1 = 1.55 × 3.85 = 52.46875 m2
No. of steel reinforcement
No. of bars = 52.46875 × 2.465= 14.7098 pcs × 10 mm × 6 m
Tie Wires = 52.46875 × 0.152= 0.9071 kg
o S1 (Two way slab)
Spacing = 200
L = 3.15 m
L = 7.1 m
W = 4.5 m
AS1 = (3.15 × 4.5)2 +(7.1 × 4.5)10= 347.85 m2
No. of steel reinforcement
No. of bars = 347.85 × 2.88= 1001.808 pcs × 10 mm × 6 m
Tie Wires = 347.85 × 0.222= 77.2227 kg
o S2 (Two way slab)
Spacing = 300
L = 2.6 m
W = 4.5 m
AS1 =12( 4.5 × 2.6 )= 140.4 m2
No. of steel reinforcement
No. of bars = 140.4 × 2.507= 351.9828 pcs × 10 mm × 6 m
Tie Wires = 5140.4 × 0.165= 23.166 kg
WALL REINFORCEMENT
GROUND FLOOR PLAN
No. of CHB = 1904 pcs. (INTERIOR)
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4536 pcs. (EXTERIOR)
Vertical reinforcement
1904 × 0.235 = 447.44 = 75 pcs × 10 mm × 6 m
4536 × 0.235 = 1065.96 = 178 pcs × 10 mm × 6 m
Horizontal reinforcement
1904 × 0.172 = 327.488 = 55 pcs × 10 mm × 6 m
4536 × 0.172 = 780.192 = 130 pcs × 10 mm × 6 m
Tiewires
(1904 +4536) 0.0016 = 10.304 kg of 25 cm
SECOND FLOOR PLAN
No. of CHB = 1300 pcs. (INTERIOR)
3530 pcs. (EXTERIOR)
Vertical reinforcement
1300 × 0.235 = 305.5 = 51 pcs × 10 mm × 6 m
3530 × 0.235 = 829.55 =139 pcs × 10 mm × 6 m
Horizontal reinforcement
1300 × 0.172 = 223.6 = 38 pcs × 10 mm × 6 m
3530 × 0.172 = 607.16 = 102 pcs × 10 mm × 6 m
Tiewires
(1300 +3530) 0.0016 = 7.728 kg of 25 cm
THIRD FLOOR PLAN
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No. of CHB = 1300 pcs. (INTERIOR)
3530 pcs. (EXTERIOR)
Vertical reinforcement
1300 × 0.235 = 305.5 = 51 pcs × 10 mm × 6 m
3530 × 0.235 = 829.55 =139 pcs × 10 mm × 6 m
Horizontal reinforcement
1300 × 0.172 = 223.6 = 38 pcs × 10 mm × 6 m
3530 × 0.172 = 607.16 = 102 pcs × 10 mm × 6 m
Tiewires
(1300 +3530) 0.0016 = 7.728 kg of 25 cm
FOOTING TIE BEAM
GROUND FLOOR
TOP BARS, CONTINUOUS BAR
Mark TG-1
Section C1 – D1 & C13 – D14
n 2
Bend 0.612 x 2 = 1.224
Length of the Beam 2.125
Column Width 0.35 + 0.4 = 0.75
Concrete Cover (-) 0.038 x 2 = 0.076
Splicing (x) 1.1
Length of the Bar 4.4253 𝑚
(2)
6 𝑚/𝑝𝑐𝑠
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n (x) 2
No. of Bars 2.9502 pcs – 20mm ⌀ x 6m
TOP BARS, CONTINUOUS BAR
Mark TG - 2
Section A2- C2 & A12-C12
n 11
Bend 0.662 x 2 = 1.324
Length of the Beam 6.6
Column Width 0.4 + 0.4 = 0.8
Concrete Cover (-) 0.038 x 2 = 0.076
Splicing (x) 1.1
Length of the Bar 9.5128 𝑚
(11)
6 𝑚/𝑝𝑐𝑠
n (x) 2
No. of Bars 34.88026667 pcs - 20mm ⌀ x 6m
TOP BARS, CONTINUOUS BAR
Mark TG - 2
Section A1 & A13 B1&B13 C1&C13
n 2 2 2
Bend 0.662 x 2 = 1.324 0.924 1.324
Length of 2.85 3.55 2.125
the Beam
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Column 0.4 + 0.4 = 0.8 0.4 0.8
Width
Concrete (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Cover
Splicing (x) 1.1 (x) 1.1 (x) 1.1
Length of 5.3878 𝑚 5.2778 𝑚 4.5903 𝑚
(2) (2) (2)
the Bar 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠
n (x) 2 (x) 2 (x) 2
No. of 3.5918666667 pcs 3.518533333 pcs 3.518533333 pcs
Bars
Total No. 10.6289333327 pcs - 20mm ⌀ x 6m
of Bars
TOP BARS, CONTINUOUS BAR
Mark TG-3
Section A1 – A13 C1 – C13 D1 – D13
n 1 1 1
Bend 0.612 x 2 = 1.224 0.662 x 2 = 1.324 0.662 x 2 = 1.324
Length of the 53.65 53.65 53.65
Beam
Column Width 0.35 + 0.35 = 0.7 0.35 + 0.4 = 0.75 0.35 + 0.4 = 0.75
Concrete Cover (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Splicing (x) 1.1 (x) 1.1 (x) 1.1
Length of the Bar 61.0478 𝑚 61.2128 𝑚 61.2128 𝑚
(1) (1) (1)
6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 2 (x) 2
Continuous Bars
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No. of Bars 20.34926667 pcs 20.10126667 pcs 20.10126667 pcs
Total No. of Bars 60.55180001 pcs - 20mm ⌀ x 6m
TOP BARS, DISCONTINUOUS / CUT BARS
Mark TG - 1
n 2
Section C1 & C13 D1 & D13
Bend 0.662 0.612
Column Width 0.4 0.35
Concrete Cover (-) 0.038 (-) 0.038
L/3 2.85 2.85
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the Bar 2.094 𝑚 1.994 𝑚
(2) (2)
6𝑚/𝑝𝑐𝑠 6𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 2
Discontinuous
Bar
No. of Bars 1.396 pcs 1.329333333 pcs
Total No. of Bars 1.3626666667 pcs –20mm ⌀ x 6m
TOP BARS, DISCONTINUOUS / CUT BARS
Mark TG -2
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n 2
Section A1 B1 C1
Bend 0.662 - 0.662
Column Width 0.4 0.2 0.4
Concrete (-) 0.038 - (-) 0.038
Cover
L/3 2.85 2.85 4.15 −
+
3 3 3
Hook 6 (0.02) = 0.12 0.12 (2) = 0.24 6 (0.02) = 0.12
Length of the 2.094𝑚 2.773333333 𝑚 1.144𝑚
(2) (2) (2)
Bar 6𝑚/𝑝𝑐𝑠 6𝑚/𝑝𝑐𝑠 6𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 2 (x) 2
Discontinuous
Bar
No. of Bars 1.3796 pcs 1.848888889 pcs 0.7626666667 pcs
Total No. of 3.9911555557 pcs –20mm ⌀ x 6m
Bars
TOP BARS, DISCONTINUOUS / CUT BARS
Mark TG -2
n 2
Section A2-A12 C2-C12
Bend 0.662 0.662
Column Width 0.4 0.4
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Concrete (-) 0.038 (-) 0.038
Cover
L/3 2.85 2.85
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the 2.094𝑚 1.144𝑚
(2) (2)
Bar 6𝑚/𝑝𝑐𝑠 6𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 2
Discontinuous
Bar
No. of Bars 1.3796 pcs 1.848888889 0.7626666667 pcs
pcs
Total No. of 26.049111112 pcs –20mm ⌀ x 6m
Bars
TOP BARS, DISCONTINUOUS / CUT BARS
Mark TG - 3
n 1 11 1
Section A1 A2 – A12 A13
Bend 0.612 - 0.612
Column Width 0.35 0.35 0.35
Concrete (-) 0.038 - (-) 0.038
Cover
L/3 4.15 4.15 4.15 4.15
+
3 3 3 3
Hook 6 (0.02) = 0.12 0.12 (2) = 0.24 6 (0.02) = 0.12
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Length of the 2.427333333 𝑚 3.5356666667𝑚 2.427333333 𝑚
Bar (11)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of (x)1 (x)1 (x)1
Discontinuous
Bar
No. of Bars 0.404555555 pcs 6.1538888884 pcs 0.404555555 pcs
Total No. of 6.9629999984 pcs –20mm ⌀ x 6m
Bars
BOTTOM BARS, CONTINUOUS BAR
Mark TG-1 & TG-2
Section A1 – D1 to A13 – D13
n 13
Bend (depth) 1
Length of the Beam 9.125
Column Width 0.35 + 0.4 = 0.75
Concrete Cover (-) 0.038 x 2 = 0.076
Splicing (x) 1.1
Length of the Bar 11.8789 𝑚
(13)
6 𝑚/𝑝𝑐𝑠
No. of Continuous Bar (x) 4
No. of Bars 102.9504667 pcs –20mm ⌀ x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark TG-3
Section A1 – A13 C1 – C13 D1 – D13
n 1 1 1
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Bend (depth) 0.8 0.8 0.8
Length of the 53.65 53.65 53.65
Beam
Column 0.35 + 0.35 = 0.7 0.35 + 0.4 = 0.75 0.35 + 0.4 = 0.75
Width
Concrete (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Cover
Splicing (x) 1.1 (x) 1.1 (x) 1.1
Length of the 60.5814 𝑚 60.6364 𝑚 60.6364 𝑚
(1) (1) (1)
Bar 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠
No. of (x) 3 (x) 3 (x) 3
Continuous
Bar
No. of Bars 30.2907 pcs 30.3182 pcs 30.3182 pcs
Total No. of 90.9271 pcs –20mm ⌀ x 6m
Bars
BOTTOM BARS, DISCONTINUOUS / CUT BARS
Mark TG -1
n 2
Section C1 – D1 & C13 – D13
Length of the 2.125
Beam
L/5 -
Hook 0.12(2) = 0.24
Length of the 2.365 𝑚
Bar (2)
6𝑚/𝑝𝑐𝑠
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No. of (x) 2
Discontinuous
Bar
Total No. of 1.576666667 pcs –20mm ⌀ x 6m
Bars
BOTTOM BARS, DISCONTINUOUS / CUT BARS
Mark TG -2
n 2
Section A1 – B1 & A13 – B13 B1 – C2 & B12 – C12 C2 – D2 & C12- D12
Length of the 2.85 3.55 2.125
Beam
L/5 (-) 0.57 x 2 =50
57
(-) 0.71 x 2 =50
71 -
Hook 0.12(2) = 0.24 0.12 (2) = 0.24 0.12 (2) = 0.24
Length of the 1.95 𝑚
(2)
2.37 𝑚
(2)
2.365 𝑚
(2)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
Bar
No. of (x) 1 (x) 1 (x) 1
Discontinuous
Bar
No. of Bars 0.65 pcs 0.79 pcs 0.7883333333 pcs
Total No. of 2.2283333333 pcs - 20mm ⌀ x 6m
Bars
BOTTOM BARS, DISCONTINUOUS / CUT BARS
Mark TG -2
n 11
Section A2 – B2 up to A12 – B12 C2 – D2 up to C12- D12
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Length of the 2.85 3.55
Beam
L/5 (-) 0.57 x 2 =50
57
(-) 0.425 x 2 =20
17
Hook 0.12(2) = 0.24 0.12 (2) = 0.24
Length of the 1.95 𝑚
(11)
2.37 𝑚
(11)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
Bar
No. of (x) 1 (x) 1
Discontinuous
Bar
No. of Bars 3.575 pcs 4.345 pcs
Total No. of 7.92 pcs - 20mm ⌀ x 6m
Bars
BOTTOM BARS, DISCONTINUOUS / CUT BARS
Mark TG - 3
n 13
Section A1 – A13 ; C1 – C13 ; D1 – D13
Length of the 4.15
Beam
L/5 (-) 0.83 x 2 = 1.66
Hook 0.12(2) = 0.24
Length of the Bar 2.73 𝑚
(33)
6𝑚/ 𝑝𝑐𝑠
No. of (x) 1
Discontinuous Bar
Total No. of Bars 15.015 pcs – 20mm ⌀ x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
STIRRUPS
Mark TG-1 & TG-2
Section A1-D1
Length of the [(0.3 x2) + (0.5x2)] – 0.1 = 1.5
Stirrups
Length of the 9.125 𝑚
Beam = 4.5625
2
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 19.5625 ≈ 20𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 53 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6
= 4 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.5
Total 𝐧 𝑹𝑺𝑩 258.375 pcs – 10mm ⌀ x 6m
STIRRUPS
Mark TG-3
Section A1-A13; C1-C13; D1-D13
Length of the [(0.3 x2) + (0.4x2)] – 0.1 = 1.3
Stirrups
Length of the 53.65 𝑚
Beam = 26.825
2
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 130.875 ≈ 131𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 275 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6
= 4 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.3
Total 𝐧 𝑹𝑺𝑩 268.125 pcs – 10mm ⌀ x 6m
TIE WIRE
Mark TG-1 & TG-2
Section A1 - B1 B1 – C1 C1 – D1
Length of Tie 7 𝑥 19 𝑥 0.3 [(0.3 x2) + (0.5x2)] – [(0.3 x2) + (0.5x2)] – 0.1 =
Wire 53 0.1 = 1.5 1.5
Total 𝐧 𝑹𝑺𝑩 24.375 pcs – 10mm x 6m
SECOND FLOOR PLAN
BEAMS
TOP BARS, CONTINUOUS BAR
Mark B1
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Section B1-B2 & B12-13
Bend 0.2 + 0.3 – 0.038 = 0.462(2) = 0.924 m
Length of the Beam 2.825 + 0.2 + 1.5 - 0.038 = 4.487 m
Column Width 0.2 m
Concrete Cover 0.038 m
Hook 6(0.016) = 0.096 m
Length of the Bar 5.669 m x 1.1 = 6.2359 m /(6 m/pc) =
1.039316667 pcs
Total No. of the Bar 1.039316667 pcs x 2pc x 2 since both sides
= 4.157266668 pcs – D16mm x 12m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark B1
Section B1 & B13
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Bend 0.2 + 0.3 – 0.038 = 0.462 m
L/3 of the Beam 2.825/3 = 0.9416666667 m
Column Width 0.2 m
Hook 6(0.016) = 0.096 m
Concrete Cover 0.038 m
Length of the Bar 1.661666667 m /(6 m/pc) = 0.2769444444
pcs
Total No. of the Bar 0.2769444444 pcs x 2 since both sides
= 0.5538888888 pcs – D16mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark B1
Section Between B1-B2 & B12 - B13 @ Planted
Column 1
L/3 of the Beam (left side) 2.825/3 = 0.9416666667 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
L/3 of the Beam (right side) 1.5/3 = 0.5 m
Column Width 0.2 m
Hook 2(0.096) = 0.192 m
Length of the Bar 1.833666667 m /(6 m/pc) = 0.3056111111
pcs
Total No. of the Bar 0.3056111111 pcs x 2 since both sides
= 0.6112222222 pcs – D16mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark B1
Section Between B1-B2 & B12 - B13
Bend (Depth of Beam) 0.4(2) = 0.8
Length of the Beam 2.825 + 0.2 + 1.5 - 0.038 = 4.487 m
Column Width 0.2 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Concrete Cover 0.038 m
Length of the Bar 5.448 m x 1.1 = 5.9928 m /(6 m/pc) =
0.9988 pcs
Total No. of the Bar 0.9988 pcs x 2pcs x 2 since both sides
= 3.9952 pcs – D20mm x 12m
TOP BARS, CONTINUOUS BAR
Mark B1
Section B2 - B12
Bend 0.4 + 0.3 – 0.038 = 0.662(2) = 1.324 m
Length of the Beam 8.75 + (4.5)(8) = 44.75 m
Beam Width 0.25(2) = 0.5
Concrete Cover 0.038(2) = 0.076 m
Length of the Bar 46.498 m x 1.1 = 51.1478 m /(12 m/pc)
= 4.262316667 pcs
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Total No. of the Bar 4.262316667 pcs x 2pcs
= 8.524633333 pcs - D20mm x 12m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark B1
Section B2 - B12
Bend 0.4 + 0.3 – 0.038 = 0.662 m
L/3 of the Beam 4/3 = 1.33333333 m
Beam Width 0.25 m
Hook 6(0.016) = 0.096 m
Concrete Cover 0.038 m
Length of the Bar 2.303333333 m /(6 m/pc) = 0.3838888889
pcs
Total No. of the Bar 0.767777777 pcs x 2 since both sides
= 0.825777777 pcs – D16mm x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G4 – G5
Section B2 - B12 @Column 2
L/3 of the Beam (left side) 4/3 = 1.333333333 m
L/3 of the Beam (right side) 4/3 = 1.333333333 m
Beam Width 0.25 m
Hook 2(0.12) = 0.24 m
Length of the Bar 3.1566666667 m /(6 m/pc) = 0.5261111111
pcs
Total No. of the Bar 0.5261111111 pcs x 9 columns
= 4.735 pcs – D16mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Mark B1
Section B1-B2 & B12-13
Bend (Depth of Beam) 0.4(2) = 0.8 m
Length of the Beam 8.75 + (4.5)(8) = 44.75 m
Beam Width 0.25(2) = 0.5
Concrete Cover 0.038 m
Length of the Bar 46.012 m x 1.1 = 50.6132 m /(12 m/pc)
= 4.217766667 pcs
Total No. of the Bar = 4.217766667 pcs x 2pcs
= 8.435533333 pcs – D16mm x 12m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
GIRDER
TOP BARS, CONTINUOUS BAR
Mark G -1 G-2 G-3
Section D1 – D13 C1 – C13 D1 – D13
n 13 13 13
Bend 0.612 x 2 = 1.224 0.612 x 2 = 1.224 0.612 x 2 = 1.224
Length of the 53.65 53.65 53.65
Beam
Colum 0.35 + 0.35 = 0.7 0.35 + 0.35 = 0.7 0.35 + 0.35 = 0.7
n Width
Concrete Cover (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Splicing (x) 1.1 (x) 1.1 (x) 1.1
Length of the 61.0478 𝑚 61.0478 𝑚 61.0478 𝑚
Bar 𝑚 (13) 𝑚 (13) 𝑚 (13)
12 𝑝𝑐𝑠 12 𝑝𝑐𝑠 12 𝑝𝑐𝑠
No. of Bars (x) 2 (x) 2 (x) 2
Total No. of 132.2702333 pcs - 132.2702333 pcs - 20mm 132.2702333 pcs -
Bar 20mm ⌀ x 12m ⌀ x 12m 20mm ⌀ x 12m
TOP BARS, CONTINUOUS BAR
Mark G-6 G-7
Section C2 – D2 to C12 – D12 A2 – C2 to A12 – C12
n 11 11
Bend 0.612 x 2 = 1.224 0.612 x 2 = 1.224
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the 2.15 6.65
Beam
Column Width 0.35 + 0.35 = 0.7 0.35 + 0.35 = 0.7
Concrete Cover (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Splicing (x) 1.1 (x) 1.1
Length of the 4.3978 𝑚 9.3478 𝑚
(11) (11)
Bar 6 𝑚/𝑝𝑐𝑠 9 𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 2
Continuous Bar
Total No. of 16.12526667 pcs – 20mm ⌀ x 6m 22.85017778 pcs – 20mm ⌀ x 9m
Bars
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS / CUT BARS
Mark G-3
n 1 11 1
Section A1 A2 – A12 A13
Bend 0.612 - 0.612
Column Width 0.35 0.35 0.35
Concrete Cover (-) 0.038 - (-) 0.038
L/3 4.15 4.15 4.15 4.15
+
3 3 3 3
Hook 6 (0.02) = 0.12 0.12 (2) = 0.24 6 (0.02) = 0.12
Length of the Bar 2.427333333 𝑚 3.5356666667𝑚 2.427333333 𝑚
(1) (11) (1)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of (x) 1 (x) 3 (x) 1
Discontinuous Bar
No. of Bars 0.404555555 pcs 18.46166667 pcs 0.404555555 pcs
Total No. of Bars 19.27077778 pcs – 20mm ⌀ x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS / CUT BARS
Mark G-4
n 2 2
Section C1 & C13 D1 & D13
Bend 0.612 0.612
Column Width 0.35 0.35
Concrete Cover (-) 0.038 (-) 0.038
L/3 2.15 2.15
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the Bar 1.760666667 𝑚 1.760666667 𝑚
(2) (2)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of Discontinuous (x) 1 (x) 3
Bar
No. of Bars 0.5868888889 pcs 1.760666667 pcs
Total No. of Bars 2.3475555559 pcs – 20mm ⌀ x 6m
TOP BARS, DISCONTINUOUS / CUT BARS
Mark G-5
n 2 2
Section B1 & B13 C1 & C13
Bend 0.612 0.612
Column Width 0.20 0.35
Concrete Cover (-) 0.038 (-) 0.038
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
L/3 3.575 3.575
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the Bar 2.085666667 𝑚 2.235666667 𝑚
(2) (2)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of Discontinuous (x) 3 (x) 3
Bar
No. of Bars 2.085666667 pcs 2.235666667 pcs
Total No. of Bars 4.321333334 pcs – 20mm ⌀ x 6m
TOP BARS, DISCONTINUOUS / CUT BARS
Mark G-6
n 2 2
Section A1 & A13 B1 & B13
Bend 0.612 0.612
Column Width 0.35 0.20
Concrete Cover (-) 0.038 (-) 0.038
L/3 2.875 2.875
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the Bar 2.002333333 𝑚 1.852333333 𝑚
(2) (2)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of Discontinuous (x) 2 (x) 3
Bar
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
No. of Bars 1.334888889 pcs 1.852333333 pcs
Total No. of Bars 3.187222222 pcs – 20mm ⌀ x 6m
TOP BARS, DISCONTINUOUS / CUT BARS
Mark G-6
n 11
Section C2 – C12 D2 – D12
Bend 0.612 0.612
Column Width 0.35 0.35
Concrete Cover (-) 0.038 (-) 0.038
L/3 2.15 2.15
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the Bar 1.760666667 𝑚 1.760666667 𝑚
(11) (11)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of Discontinuous (x) 2 (x) 3
Bar
No. of Bars 6.455777778 pcs 9.683666667 pcs
Total No. of Bars 16.139444445 pcs – 20mm ⌀ x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS / CUT BARS
Mark G-7
n 11
Section A2 – A12 C2 – C12
Bend 0.612 0.612
Column Width 0.35 0.35
Concrete Cover (-) 0.038 (-) 0.038
L/3 6.65 6.65
3 3
Hook 6 (0.02) = 0.12 6 (0.02) = 0.12
Length of the Bar 3.260666667 𝑚 1.760666667 𝑚
(11) (11)
6𝑚/ 𝑝𝑐𝑠 6𝑚/ 𝑝𝑐𝑠
No. of Discontinuous (x) 2 (x) 3
Bar
No. of Bars 11.95577778 pcs 17.93366667 pcs
Total No. of Bars 29.88944445 pcs – 20mm ⌀ x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark G -1 G-2 G-3
Section D1 – D13 C1 – C13 D1 – D13
n 13 13 13
Bend (depth) 0.8 0.8 0.8
Length of the 53.65 53.65 53.65
Beam
Column Width 0.35 + 0.35 = 0.7 0.35 + 0.35 = 0.7 0.35 + 0.35 = 0.7
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Concrete Cover (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Splicing (x) 1.1 (x) 1.1 (x) 1.1
Length of the 60.5814 𝑚 60.5814 𝑚 60.5814 𝑚
Bar 𝑚 (13) 𝑚 (13) 𝑚 (13)
12 𝑝𝑐𝑠 12 𝑝𝑐𝑠 12 𝑝𝑐𝑠
No. of Bars (x) 2 (x) 2 (x) 2
Total No. of 131.2597 pcs - 20mm 131.2597 pcs - 20mm ⌀ x 131.2597 pcs - 20mm ⌀
Bars ⌀ x 12m 12m x 12m
BOTTOM BARS, CONTINUOUS BAR
Mark G–4 G-5 G-6
Section C1 - D1 & C13 – D13 B1 - C1 & B13 - C13 A1 – B1 & A13 – B13
n 2 2 2
Bend (depth) 0.8 1 0.8
Length of the 2.15 3.575 2.875
Beam
Column Width 0.35 + 0.35 = 0.7 0.35 + 0.2 = 0.55 0.35 + 0.2 = 0.55
Concrete Cover (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Splicing (x) 1.1 (x) 1.1 (x) 1.1
Length of the 3.9314 𝑚 5.5539𝑚 4.5639 𝑚
(2) (2) (2)
Bar 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 4 (x) 3
Continuous Bar
Total No. of 2.620933333 pcs – 7.4052 pcs – 20mm ⌀ x 4.5639 pcs – 20mm ⌀ x
Bars 20mm ⌀ x 6m 6m 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
BOTTOM BARS, CONTINUOUS BAR
Mark G-6 G-7
Section C2 – D2 to C12 – D12 A2 – C2 to A12 – C12
n 11 11
Bend (depth) 0.8 1
Length of the 2.15 6.65
Beam
Column Width 0.35 + 0.35 = 0.7 0.35 + 0.35 = 0.7
Concrete Cover (-) 0.038 x 2 = 0.076 (-) 0.038 x 2 = 0.076
Splicing (x) 1.1 (x) 1.1
Length of the 3.9314 𝑚 9.1014 𝑚
(11) (11)
Bar 6 𝑚/𝑝𝑐𝑠 6 𝑚/𝑝𝑐𝑠
No. of (x) 2 (x) 2
Continuous Bar
Total No. of 14.41513333 pcs – 20mm ⌀ x 6m 33.3718 pcs – 20mm ⌀ x 6m
Bars
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
THIRD FLOOR PLAN
GIRDER 3 (G3)
LEFT MID RIGHT
3 2 3
2 2 2
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 2 Bars
Discontinuous = 1 Bars Discontinuous = 0 Bar
TOP BARS, CONTINUOUS BAR
Mark G3
Section A
Bend 0.35 + 0.3 – 0.038 = 0.612(2) = 1.224 m
Length of the Beam 4.5(10) + 8.65 = 53.65 m
Column Width 0.35(2) = 0.7 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 55.498 m x 1.1 = 61.0478 m /(12 m/pc)
= 5.087316667 pcs
Total No. of the Bar 5.087316667 pcs (2pcs)
= 10.17463333 pcs – D20mm x 12m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G3
Section A
Bend 0.35 + 0.3 – 0.038 = 0.612(2) = 1.224 m
L/3 of the Beam 4.15/3 = 1.383333333 m
Column Width 0.35 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Bar 3.039333333 m /(6 m/pc) = 0.5065555556
pcs
Total No. of the Bar 0.5065555556 pcs x 1pc x 2 since both sides
= 1.013111111 pcs – D20mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G4 – G5
Section B2 - B12 @Column 2
L/3 of the Beam (left side) 4/3 = 1.333333333 m
L/3 of the Beam (right side) 4/3 = 1.333333333 m
Beam Width 0.25 m
Hook 2(0.12) = 0.24 m
Length of the Bar 3.1566666667 m /(6 m/pc) = 0.5261111111
pcs
Total No. of the Bar 0.5261111111 pcs x 9 columns
= 4.735 pcs – D20mm x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
BOTTOM BARS, CONTINUOUS BAR
Mark G3
Section A
Bend (Depth of Beam) 0.4(2) = 0.8
Length of the Beam 4.5(10) + 8.65 = 53.65 m
Column Width 0.35(2) = 0.7 m
Concrete Cover 0.038 (2) = 0.076 m
Length of the Bar 55.074 m x 1.1 = 60.5814 m /(12 m/pc) =
5.04845 pcs
Total No. of the Bar 5.04845 pcs (2pcs)
= 10.0969 pcs – D20mm x 12m
BEAM 1 (B1)
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
LEFT MID RIGHT
3 2 3
2 2 2
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 2 Bars
Discontinuous = 1 Bars Discontinuous = 0 Bar
TOP BARS, CONTINUOUS BAR
Mark B1
Section B1-B2 & B12-13
Bend 0.2 + 0.3 – 0.038 = 0.462(2) = 0.924 m
Length of the Beam 2.825 + 0.2 + 1.5 - 0.038 = 4.487 m
Column Width 0.2 m
Concrete Cover 0.038 m
Hook 6(0.016) = 0.096 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Bar 5.669 m x 1.1 = 6.2359 m /(6 m/pc) =
1.039316667 pcs
Total No. of the Bar 1.039316667 pcs x 2pc x 2 since both sides
= 4.157266668 pcs – D16mm x 12m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark B1
Section B1 & B13
Bend 0.2 + 0.3 – 0.038 = 0.462 m
L/3 of the Beam 2.825/3 = 0.9416666667 m
Column Width 0.2 m
Hook 6(0.016) = 0.096 m
Concrete Cover 0.038 m
Length of the Bar 1.661666667 m /(6 m/pc) = 0.2769444444
pcs
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Total No. of the Bar 0.2769444444 pcs x 2 since both sides
= 0.5538888888 pcs – D16mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark B1
Section Between B1-B2 & B12 - B13 @ Planted
Column 1
L/3 of the Beam (left side) 2.825/3 = 0.9416666667 m
L/3 of the Beam (right side) 1.5/3 = 0.5 m
Column Width 0.2 m
Hook 2(0.096) = 0.192 m
Length of the Bar 1.833666667 m /(6 m/pc) = 0.3056111111
pcs
Total No. of the Bar 0.3056111111 pcs x 2 since both sides
= 0.6112222222 pcs – D16mm x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
BOTTOM BARS, CONTINUOUS BAR
Mark B1
Section Between B1-B2 & B12 - B13
Bend (Depth of Beam) 0.4(2) = 0.8
Length of the Beam 2.825 + 0.2 + 1.5 - 0.038 = 4.487 m
Column Width 0.2 m
Concrete Cover 0.038 m
Length of the Bar 5.449 m x 1.1 = 5.9939 m /(6 m/pc)
= 0.9989833333 pcs
Total No. of the Bar 0.9989833333 pcs x 2pcs x 2 since both
sides
= 3.995933333 pcs – D20mm x 12m
TOP BARS, CONTINUOUS BAR
Mark B1
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Section B2 - B12
Bend 0.35 + 0.3 – 0.038 = 0.662(2) = 1.224 m
Length of the Beam 8.75 + (4.5)(8) = 44.75 m
Beam Width 0.25(2) = 0.5
Concrete Cover 0.038(2) = 0.076 m
Length of the Bar 46.498 m x 1.1 = 51.0378 m /(12 m/pc)
= 4.25315 pcs
Total No. of the Bar 4.25315 pcs x 2pcs
= 8.5063 pcs - D20mm x 12m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark B1
Section B2 - B12
Bend 0.35 + 0.3 – 0.038 = 0.612 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
L/3 of the Beam 4/3 = 1.33333333 m
Beam Width 0.25 m
Hook 6(0.016) = 0.096 m
Concrete Cover 0.038 m
Length of the Bar 2.253333333 m /(6 m/pc) = 0.3755555556
pcs
Total No. of the Bar 0.3755555556 pcs x 2 since both sides
= 0.7511111111 pcs – D16mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G4 – G5
Section B2 - B12 @Column 2
L/3 of the Beam (left side) 4/3 = 1.333333333 m
L/3 of the Beam (right side) 4/3 = 1.333333333 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Beam Width 0.25 m
Hook 2(0.12) = 0.24 m
Length of the Bar 3.1566666667 m /(6 m/pc) = 0.5261111111
pcs
Total No. of the Bar 0.5261111111 pcs x 9 columns
= 4.735 pcs – D16mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark B1
Section B1-B2 & B12-13
Bend (Depth of Beam) 0.4(2) = 0.8 m
Length of the Beam 8.75 + (4.5)(8) = 44.75 m
Beam Width 0.25(2) = 0.5
Concrete Cover 0.038 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Bar 46.012 m x 1.1 = 50.6132 m /(12 m/pc)
= 4.217766667 pcs
Total No. of the Bar = 4.217766667 pcs x 2pcs
= 8.435533333 pcs – D16mm x 12m
GIRDER 2 (G2)
LEFT MID RIGHT
3 2 3
2 2 2
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 2 Bars
Discontinuous = 1 Bars Discontinuous = 0 Bar
TOP BARS, CONTINUOUS BAR
Mark G2
Section C
Bend 0.35 + 0.3 – 0.038 = 0.612(2) = 1.224 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Beam 4.5(10) + 8.65 = 53.65 m
Column Width 0.35(2) = 0.7 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 55.498 m x 1.1 = 61.0478 m /(12 m/pc)
= 5.087316667 pcs
Total No. of the Bar 5.087316667 pcs (2pcs)
= 10.17463333 pcs – D20mm x 12m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G2
Section C
Bend 0.35 + 0.3 – 0.038 = 0.612 m
L/3 of the Beam 4.15/3 = 1.383333333 m
Column Width 0.35 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 2.427333333 m /(6 m/pc) = 0.4045555556
pcs
Total No. of the Bar 0.4045555556 pcs x 1pc x 2 since both sides
=
0.8091111111 pcs – D20mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G2
Section C @Column 2
L/3 of the Beam (left side) 4/3 = 1.333333333 m
L/3 of the Beam (right side) 4/3 = 1.333333333 m
Column Width 0.35 m
Hook 2(0.12) = 0.24 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Bar 3.256666667 m /(6 m/pc) = 0.09046296296
pcs
Total No. of the Bar 0.09046296296 pcs x 11 columns
= 0.9950925926 pcs – D16mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark G2
Section C
Bend (Depth of Beam) 0.4(2) = 0.8
Length of the Beam 4.5(10) + 8.65 = 53.65 m
Column Width 0.35(2) = 0.7 m
Concrete Cover 0.038 (2) = 0.076 m
Length of the Bar 55.074 m x 1.1 = 60.5814 m /(12 m/pc) =
5.04845 pcs
Total No. of the Bar 5.04845 pcs (2pcs)
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
= 10.0969 pcs – D20mm x 12m
GIRDER 1 (G1)
LEFT MID RIGHT
2 2 2
2 2 2
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 2 Bars
Discontinuous = 0 Bar Discontinuous = 0 Bar
TOP BARS, CONTINUOUS BAR
Mark G1
Section D
Bend 0.35 + 0.3 – 0.038 = 0.612(2) = 1.224 m
Length of the Beam 4.5(10) + 8.65 = 53.65 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Column Width 0.35(2) = 0.7 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 55.498 m x 1.1 = 61.0478 m /(12 m/pc)
= 5.087316667 pcs
Total No. of the Bar 5.087316667 pcs (2pcs)
= 10.17463333 pcs – D20mm x 12m
BOTTOM BARS, CONTINUOUS BAR
Mark G1
Section D
Bend (Depth of Beam) 0.4(2) = 0.8 m
Length of the Beam 4.5(10) + 8.65 = 53.65 m
Column Width 0.35(2) = 0.7 m
Concrete Cover 0.038 (2) = 0.076 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Bar 55.074 m x 1.1 = 60.5814 m /(12 m/pc) =
5.04845 pcs
Total No. of the Bar 5.04845 pcs (2pcs)
= 10.0969 pcs – D20mm x 12m
GIRDER 4 (G4)
LEFT MID RIGHT
3 2 5
2 2 3
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 2 Bars
Discontinuous = 1 Bar (left) Discontinuous = 1 Bar (right)
Discontinuous = 3 Bars (right)
GIRDER 5 (G5)
LEFT MID RIGHT
5 2 5
3 4 3
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 3 Bars
Discontinuous = 3 Bars Discontinuous = 1 Bar (midspan)
TOP BARS, CONTINUOUS BAR
Mark G4 – G5
Section B1-D1 & B13-D13
Bend 0.35 + 0.3 – 0.038 = 0.612(2) = 1.224 m
Length of the Beam 2.125 + 0.4 + 3.75 = 6.275 m
Column Width 0.35 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 7.773 m x 1.1 = 8.5503 m /(6 m/pc) =
1.42505 pcs
Total No. of the Bar 1.42505 pcs x 2pcs x 2 since both sides
= 5.7002 pcs – D20mm x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS SUPPORT BAR (Left)
Mark G4
Section B1-D1 @ Column 1
Bend 0.35 + 0.3 – 0.038 = 0.612 m
L/3 of the Beam -
Column Width 0.35 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 1.044 m /(6 m/pc) = 0.174 pcs
Total No. of the Bar 0.174 pcs x 2 since both sides
= 0.348 pcs – D20mm x 6m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G4 – G5
Section B1-D1 & B13-D13 @ Column 2
L/3 of the Beam (left side) 2.125/3 = 0.7083333333 m
L/3 of the Beam (right side) 3.75/3 = 1.25 m
Column Width 0.4 m
Hook 2(0.12) = 0.24 m
Length of the Bar 2.352 m /(6 m/pc) = 0.392 pcs
Total No. of the Bar 0.392 pcs x 3 pcs x 2 since both sides
= 2.352 pcs – D16mm x 6m
TOP BARS, DISCONTINUOUS BAR (Right)
Mark G5
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Section B1-C1 & B13-C13
Bend (Depth of Beam) 0.4 – 0.038 = 0.362 m
L/3 of the Beam 3.55/3 = 1.183333333 m
Beam Width 0.2 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 1.827333333 m /(6 m/pc) = 0.3045555556
pcs
Total No. of the Bar 0.3045555556 pcs x 3 pcs x 2 since both
sides
= 1.827333334 pcs – D20mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark G4 – G5
Section B1-D1 & B13-D13
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Bend (Depth of Beam) 0.4(2) = 0.8 m
Length of the Beam 2.125 + 0.4 + 3.75 = 6.275 m
Column Width 0.35 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 7.349 m x 1.1 = 8.0839 m /(9 m/pc)
= 0.8982111111pcs
Total No. of the Bar 0.8982111111 pcs x 2 pcs x 2 since both
sides
= 3.592844444 pcs – D20mm x 9m
BOTTOM BARS, DISCONTINUOUS SUPPORT BAR
Mark G4 – G5
Section B1-D1 & B13-D13 @ Column 2
L/5 of the Beam (left side) 2.125/5 = 0.425 m
L/5 of the Beam (right side) 3.75/5 = 0.75 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Column Width 0.4 m
Hook 2(0.12) = 0.24 m
Length of the Bar 1.815 m /(6 m/pc) = 0.3025 pcs
Total No. of the Bar 0.3025 pcs x 2 pcs x 2 since both sides
= 1.21 pcs – D16mm x 6m
BOTTOM BARS, DISCONTINUOUS BAR (Right)
Mark G5
Section B1-C1 & B13-C13
Bend (Depth of Beam) 0.4 m
L/5 of the Beam 3.55/5 = 0.71 m
Beam Width 0.2 m
Hook 6(0.02) = 0.12 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Concrete Cover 0.038 m
Length of the Bar 1.392 m /(6 m/pc) = 0.232 pcs
Total No. of the Bar 0.232 pcs x 2 pcs x 2 since both sides
= 0.928 pcs – D20mm x 6m
GIRDER 6 (G6)
LEFT MID RIGHT
3 2 6
2 2 3
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 2 Bars
Discontinuous = 1 Bar (left) Discontinuous = 1 Bar (right)
Discontinuous = 4 Bars (right)
GIRDER 7 (G7)
LEFT MID RIGHT
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
6 2 6
3 6 3
TOP BARS BOTTOM BARS
Continuous = 2 Bars Continuous = 3 Bars
Discontinuous = 4 Bars Discontinuous = 3 Bar (midspan)
TOP BARS, CONTINUOUS BAR
Mark G6
Section A1-B1 & A13-B13
Bend 0.35 + 0.3 – 0.038 = 0.612 m
0.2 + 0.3 – 0.038 = 0.462 m
Length of the Beam 2.85 m
Column Width 0.2 + 0.4 = 0.6 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 4.448 m x 1.1 = 4.8928 m /(6 m/pc)
= 0.8154666667 pcs
Leading Innovations, Transforming Lives, Building the Nation
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
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College of Engineering – Department of Civil Engineering
Total No. of the Bar 0.8154666667 pcs x 2pcs x 2 since both
sides
= 3.261866667 pcs – D20mm x 6m
TOP BARS, CONTINUOUS BAR
Mark G6 – G7
Section A2 – D2 to A12 – D12
Bend 0.35 + 0.3 – 0.038 = 0.612 m
0.2 + 0.3 – 0.038 = 0.462 m
Length of the Beam 2.125 + 0.4 + 6.6 = 9.125 m
Column Width 0.35 + 0.4 = 0.75 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 10.873 m x 1.1 = 11.9603 m /(12 m/pc)
= 0.9966916667 pcs
Total No. of the Bar 0.9966916667 pcs x 2pcs x 11 layers
= 21.92721667 pcs – D20mm x 12m
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
TOP BARS, DISCONTINUOUS SUPPORT BAR (Left)
Mark G6
Section A1-B1 & A13-B13 @ Planted Column 1
Bend 0.2 + 0.3 – 0.038 = 0.462 m
L/3 of the Beam 2.85/3 = 0.95 m
Column Width 0.2 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 1.694 m /(6 m/pc) = 0.2823333333 pcs
Total No. of the Bar 0.2823333333 pcs x 2 since both sides
= 0.5646666667 pcs – D20mm x 6m
TOP BARS, DISCONTINUOUS BAR (Right)
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Mark G6
Section A1-B1 & A13-B13 @ Column 3
Bend (Depth of Beam) 0.35 +0.3 - 0.038 = 0.612 m
L/3 of the Beam 2.85/3 = 0.95 m
Column Width 0.4 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 2.044 m /(6 m/pc) = 0.3406666667 pcs
Total No. of the Bar 0.3406666667 pcs x 4 pcs x 2 since both
sides
= 2.725333333 pcs – D20mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR (Left)
Mark G6 – G7
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Section A2 – D2 to A12 – D12 @ Column 1
Bend 0.35 + 0.3 – 0.038 = 0.612 m
L/3 of the Beam 2.125/3 = 0.7083333333 m
Column Width 0.35 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 1.752333333 m /(6 m/pc) = 0.2920555556
pcs
Total No. of the Bar 0.2920555556 pcs x 11 columns
= 3.212611112 pcs – D20mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR
Mark G6 – G7
Section A2 – D2 to A12 – D12 @ Column 2
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
L/3 of the Beam (left side) 2.125/3 = 0.7083333333 m
L/3 of the Beam (right side) 6.6/3 = 2.2 m
Column Width 0.4 m
Hook 2(0.12) = 0.24 m
Length of the Bar 3.548333333 m /(6 m/pc) = 0.5913888889
pcs
Total No. of the Bar 0.5913888889 pcs x 4 pcs x 11 columns
= 26.02111111 pcs – D16mm x 6m
TOP BARS, DISCONTINUOUS SUPPORT BAR (Left)
Mark G7
Section A2 - A12 @ Column 3
Bend 0.35 + 0.3 – 0.038 = 0.612 m
L/3 of the Beam 6.6/3 = 2.2 m
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Column Width 0.4 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Length of the Bar 3.294 m /(6 m/pc) = 0.549 pcs
Total No. of the Bar 0.549 pcs x 4 pcs x 11 columns
= 24.156 pcs – D20mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark G6 – G7
Section A2 – D2 to A12 – D12
Bend (Depth of Beam) 0.4(2) = 0.8 m
Length of the Beam 2.125 + 0.4 + 6.6 = 9.125 m
Column Width 0.35 + 0.4 = 0.75
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 10.599 m x 1.1 = 11.6589 m /(12 m/pc)
= 0.971575 pcs
Total No. of the Bar 0.971575 pcs x 2 pcs x 11 columns
= 21.37465 pcs – D20mm x 12m
BOTTOM BARS, DISCONTINUOUS SUPPORT BAR
Mark G6
Section C2 – C12@ Column 2
Bend 0.4
L/3 of the Beam 2.125/5 = 0.425 m
Column Width 0.4 m
Hook 6(0.02) = 0.12 m
Concrete Cover 0.038 m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Bar 1.307 m /(6 m/pc) = 0.2178333333 pcs
Total No. of the Bar 0.2178333333 pcs x 11 columns
= 2.396166667 pcs – D20mm x 6m
BOTTOM BARS, CONTINUOUS BAR
Mark G7
Section A2 – C2 to A12 – C12
Bend (Depth of Beam) 0.4(2) = 0.8 m
Length of the Beam 6.6 m
Column Width 0.4(2) = 0.8 m
Concrete Cover 0.038 m x 2 = 0.076 m
Length of the Bar 8.124 m x 1.1 = 8.9364 m /(9 m/pc)
= 0.9929333333 pcs
Total No. of the Bar 0.9929333333 pcs x 11 layers
= 10.92226667 pcs – D20mm x 9m
Leading Innovations, Transforming Lives, Building the Nation
Republic of the Philippines
BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
BOTTOM BARS, DISCONTINUOUS MIDSPAN BAR
Mark G7
Section A2-C2 to A12-C12
Length of Beam 6.6 m
L/5 of the Beam 6.6/5 = 1.32 m
Hook 0.12(2) = 0.24 m
Length of the Bar 4.2 m /(6 m/pc) = 0.7 pcs
Total No. of the Bar 0.7 pcs x 3pcs x 11 layers
= 23.1 pcs – D20mm x 6m
2nd TO 3RD FLOOR
BEAMS
STIRRUPS
Mark B1
Section B1-B2 & B12-13
Length of the [(0.2 x2) + (0.4x2)] – 0.1 = 1.1
Stirrups
Leading Innovations, Transforming Lives, Building the Nation
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The National Engineering University
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
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E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the Beam 4.487 𝑚
= 2.2435
2
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 7.9675 ≈ 8 𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 29 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6
= 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.1
T𝐧 𝑹𝑺𝑩 12.76 pcs – 10mm⌀ x 6m
STIRRUPS
Mark B1
Section B2 - B12
Length of the [(0.2 x2) + (0.4x2)] – 0.1 = 1.1
Stirrups
Length of the Beam 44.75 𝑚
= 2.2435
2
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 108.625 ≈ 109 𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 231 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6
= 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.1
T𝐧 𝑹𝑺𝑩 50.82 pcs – 10mm⌀ x 6m
GIRDER
STIRRUPS
Mark G -1 G-2 G-3
Section D1 – D13 C1 – C13 D1 – D13
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
Alangilan Campus
Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the [(0.2 x2) + (0.4x2)] – 0.1 [(0.2 x2) + (0.4x2)] – [(0.2 x2) + (0.4x2)] – 0.1 =
Stirrups = 1.1 0.1 = 1.1 1.1
Length of the 53.65 𝑚 53.65 𝑚 53.65 𝑚
Beam = 26.825 = 26.825 = 26.825
2 2 2
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 130.875 ≈ 131 𝑝𝑐𝑠 130.875 ≈ 131 𝑝𝑐𝑠 130.875 ≈ 131 𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 275 pcs 275 pcs 275 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6 6 6
= 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵 = 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵 = 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.1 1.1 1.1
T𝐧 𝑹𝑺𝑩 60.5 pcs – 10mm⌀ x 6m 60.5 pcs – 10mm⌀ x 60.5 pcs – 10mm⌀ x 6m
6m
STIRRUPS
Mark G–4 G-5 G-6
Section C1 - D1 & C13 – D13 B1 - C1 & B13 - C13 A1 – B1 & A13 – B13
Length of the [(0.2 x2) + (0.4x2)] – 0.1 [(0.25 x2) + (0.5x2)] – [(0.2 x2) + (0.4x2)] – 0.1 =
Stirrups = 1.1 0.1 = 1.4 1.1
Length of the 2.15 𝑚 3.575𝑚 2.875 𝑚
Beam = 1.075 = 1.7875 = 1.4375
2 2 2
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 2.125 ≈ 3 𝑝𝑐𝑠 5.6875 ≈ 6 𝑝𝑐𝑠 3.9375 ≈ 4 𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 19 pcs 25 pcs 21 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6 6 6
= 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵 = 4 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵 = 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.1 1.4 1.1
Total 𝐧 𝑹𝑺𝑩 4.18 pcs – 10mm⌀ x 6m 𝟖. 𝟕𝟓 𝒑𝒄𝒔 – 10mm⌀ x 𝟒. 𝟔𝟐 𝒑𝒄𝒔 – 10mm⌀ x 6m
6m
STIRRUPS
Mark G-6 G-7
Section C2 – D2 to C12 – D12 A2 – C2 to A12 – C12
Leading Innovations, Transforming Lives, Building the Nation
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
Length of the [(0.2 x2) + (0.4x2)] – 0.1 = 1.1 [(0.25 x2) + (0.5x2)] – 0.1 = 1.4
Stirrups
Length of the 2.15 𝑚 6.65 𝑚
Beam = 1.075 = 3.325
2 2
n𝑠𝑡𝑖𝑟𝑟𝑢𝑝𝑠 2.125 ≈ 3 𝑝𝑐𝑠 13.375 ≈ 14 𝑝𝑐𝑠
n𝑡𝑜𝑡𝑎𝑙 19 pcs 41 pcs
n𝑐𝑢𝑡 𝑝𝑒𝑟 𝑅𝑆𝐵 6 6
= 5 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵 = 4 𝑐𝑢𝑡𝑠/𝑅𝑆𝐵
1.1 1.4
Total 𝐧 𝑹𝑺𝑩 4.18 pcs – 10mm⌀ x 6m 𝟏𝟒. 𝟑𝟓 𝒑𝒄𝒔 – 10mm⌀ x 6m
TIE WIRES FORMULA
Beam Height (h) Given Height
Beam Base (b) Given Base
No. of Stirrups (NS) Computed NS
No. of Intersections (NI) Counted Intersections
Average Length of Beam Dimension (LB) 𝑏+ℎ
2
Length of Tie Wire (LT) NI x N S x L B
Weight of Tie Wire (kg) LT x (1kg/53 m)
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
MARK SECTION CROSS-SECTION WEIGHT OF TIE
WIRE
B1 B1-B2 & B12-13 SUPPORT 0.44 kg
B1 B1-B2 & B12-13 MIDSPAN 0.37 kg
B1 B2 - B12 SUPPORT 1.73 kg
B1 B2 - B12 MIDSPAN 1.44 kg
B1 Total Sections 3.98 kg
G1 D1 – D13 SUPPORT/ MIDSPAN 1.73 kg
G1 Total Sections 1.73 kg
G2 C1 – C13 MIDSPAN 1.73 kg
G2 C1 – C13 SUPPORT 2.07 kg
G2 Total Sections 3.8 kg
G3 D1 – D13 MIDSPAN 1.73 kg
G3 D1 – D13 SUPPORT 2.07 kg
Leading Innovations, Transforming Lives, Building the Nation
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BATANGAS STATE UNIVERSITY
The National Engineering University
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Golden Country Homes, Alangilan Batangas City, Batangas, Philippines 4200
Tel Nos.: (+63 43) 425-0139 local 2121 / 2221
E-mail Address: ceafa@g.batstate-u.edu.ph | Website Address: http://www.batstate-u.edu.ph
College of Engineering – Department of Civil Engineering
G3 Total Sections 3.8 kg
G4 C1 - D1 & C13 – D13 MIDSPAN 0.14 kg
G4 C1 - D1 & C13 – D13 LEFT SUPPORT 0.17 kg
G4 C1 - D1 & C13 – D13 RIGHT SUPPORT 0.25 kg
G4 Total Sections 0.56 kg
G5 B1 - C1 & B13 - C13 MIDSPAN 0.45 kg
G5 B1 - C1 & B13 - C13 SUPPORT 0.57 kg
G5 Total Sections 1.02 kg
G6 A1 – B1 & A13 – B13 MIDSPAN 0.14 kg
G6 A1 – B1 & A13 – B13 LEFT SUPPORT 0.17 kg
G6 A1 – B1 & A13 – B13 RIGHT SUPPORT 0.28 kg
G6 C2 – D2 to C12 – MIDSPAN 0.14 kg
D12
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College of Engineering – Department of Civil Engineering
G6 C2 – D2 to C12 – LEFT SUPPORT 0.17 kg
D12
G6 C2 – D2 to C12 – RIGHT SUPPORT 0.28 kg
D12
G6 Total Sections 1.18 kg
G7 A2 – C2 to A12 – C12 MIDSPAN 0.10 kg
G7 A2 – C2 to A12 – C12 SUPPORT 1.06 kg
G7 Total Sections 1.16 kg
Leading Innovations, Transforming Lives, Building the Nation