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QS Lab Computation

The document outlines the construction details for a 3-storey, 15-classroom elementary school building in Marawi City, Philippines, including specifications for concrete works, columns, footings, tie beams, and slabs. It provides calculations for volumes and materials required, such as cement, sand, and gravel. The total volume of concrete needed for the project is approximately 187.4 cubic meters.
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0% found this document useful (0 votes)
8 views106 pages

QS Lab Computation

The document outlines the construction details for a 3-storey, 15-classroom elementary school building in Marawi City, Philippines, including specifications for concrete works, columns, footings, tie beams, and slabs. It provides calculations for volumes and materials required, such as cement, sand, and gravel. The total volume of concrete needed for the project is approximately 187.4 cubic meters.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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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

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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


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 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


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

(4.2 − 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


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

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


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

⚫ 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


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

⚫ 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


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

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


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

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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College of Engineering – Department of Civil Engineering

# 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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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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College of Engineering – Department of Civil Engineering

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

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 2.85 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


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 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


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 0.8154666667 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


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 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


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 (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


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 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


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 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


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 4.487 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


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 [(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


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 [(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


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 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


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

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

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

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

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