FLEXURAL STRENGTH OF WALL PANELS WITH WIREMESH REINFORCEMENT Flexural Strength Of Wall Panels With Wiremesh Reinforcement.
FLEXURAL STRENGTH OF WALL PANELS
WITH WIREMESH REINFORCEMENT
Final Project
Submitted as partial for Filling
The Requirement for Bachelor degree of Civil Engineering
by :
NABELLA MAHARANI
NIM : D 100 122 002
CIVIL ENGINEERING DEPARTMENT
ENGINEERING FACULTY
UNIVERSITY OF MUHAMMADIYAH SURAKARTA
2016
MOTTO
“Good, better, best. Never let it rest. Until your good is better and yout better is
best.”
(Tim Ducan)
“True wisdom comes to each of us when we realize how little we understand
about life, ourselves and the world around us.”
(Socrates)
“They always say times changes things, but you actually have to change them
yourself.”
(Andy Warhol)
“When a goal matter enough to a person, that person will find a way to
accomplish what at first seemed impossible.”
(Nido Qubein)
“What is not started today is finished tommorow.”
(Johann Wolfgang von Goethe)
iii
DEDICATION
This work is dedicated to :
Allah who has given guidance, smoothness and facilities in the pursuit of
knowledge, work, and duties.
Prophet Muhammad is as a role model and a good example for us.
Beloved Papa and Mama, thank you for your pray and support. May Allah
rewards better than what they given me.
My brothers Merah Bangsawan, Brilliant Moses Akbar never providing of
support.
My best friends Rozzaana Islamia , Nella Kusumaningtyas, Annisaa Putri
Hardiyanti, Nur Hidayah thank you for support.
International friends arms of Civil Engineering 2012 which have provide
the support : Mia, Nella, Robhi, Asso, Shinta, Ardi, Sobirin, Hudi, Danar.
Friends who helped inthe settlement of this final report : Mia, Nella,
Pendi, Meka dkk, thank you for your coorperation and help.
All student whom I know or not, hopefully, this material is benefit for you.
My insidious man that make me dare to dream.
iv
PREFACE
Assalamualaikum Wr.Wb
There are no first word, be spoken besidesAlhamdulillah. Praise be to
Allah, writer prays this final project in accordance with a predemined time. This
final project is entitled “Flexural Strength of Panels Wall with Wiremesh
Reinforcement”.
This Final Project submitted as partial for filling the requirement for
Bachelor degree of Civil Engineering, Engineering Faculty of University of
Muhammadiyah Surakarta.
In this connection allows writer to thank to all those who have participated
in help, they help morally or materially as long the writer is being as student until
she finished her final project.
Thanks and highest appreciation for the direction guidance and assistance
that has given so I can finish the Project of study in Departmen of Civil
Engineering, Engineering Faculty, University of Muhammadiyah Surakarta
especially to the honorable:
1. Ir. Sri Sunarjono, M.T., Ph.D., as Dean of the Engineering Faculty, University
of Muhammadiyah Surakarta.
2. Mochamad Solikin, S.T., M.T., Ph.D ., as Head of the Department of Civil
Engineering, Engineering Faculty, University of Muhammadiyah Surakarta.
3. Anto Budi L, S.T., M.Sc., as the Academic Lecture.
4. Muhammad Ujianto, S.T., M.T., as Final Project Lecture who has given
support and taught.
5. Yenny Nurchasanah, S.T., M.T., as Final Project Lecture who has given
support, taught, and suggested.
6. Budi Setiawan, S.T., M.T., as Examiner who has given taught, support, and
suggested.
7. Basuki, S.T., M.T., as Guest of Final Project Lecture who has given support,
taught, and suggested.
v
8. Lecture
of
Civil
Engineering,
Engineering
Faculty,
University
of
Muhammadiyah Surakarta
9. Beloved papa and mama who have provide both material, moral, support,
andpray, and I pray to God for papa and mama.
10. Friends of Civil Engineering 2012 which have helped many and have passed
many fond memories in joy and sorrow during this time: Mia, Nella, Robhi,
Asso, Shinta, Ardi, Hudi, Sobirin, Danar.
11. All parties who cannot be mentioned one by one that has helped to
completion of final project.
Writer realized that there is no perfect thing, therefre critics and constructive
suggestions for the perfection extremely athors expect at this final and hopefully,
this final can be useful for use.
Wassalamualaikum Wr. Wb.
vi
TABLE OF CONTENT
TITTLE ..................................................................................................
APPROVAL SHEET .............................................................................
MOTTO ...................................................................................................
DEDICATION .......................................................................................
PREFACE ...............................................................................................
STATEMENT .........................................................................................
TABLE OF CONTENT ..........................................................................
LIST OF TABLES ..................................................................................
LIST OF FIGURES ................................................................................
LIST OF NOTATION ............................................................................
ABSTRACT .............................................................................................
I.
INTRODUCTION .........................................................................
A. Background ...............................................................................
B. Problem Formulation ................................................................
C. Destination.................................................................................
D. Research Contribution ..............................................................
E. Scope of problem ......................................................................
F. Authenticity Research .............................................................
II. LITERATURE REVIEW .............................................................
A. Wall Panel..................................................................................
B. Lightweight Concrete ...............................................................
C. Wiremesh...................................................................................
D. Factor Affecting the Quality of Concrete .................................
III. THEORITICAL APPROACH .....................................................
A. General ......................................................................................
B. Material Composition of Wall Panels .......................................
C. Mix Design of Wall Panel ........................................................
D. Wall Panel Test .........................................................................
IV. RESEARCH METHODS ..............................................................
A. Materials Research ....................................................................
B. Mix Design ...............................................................................
C. Research Equipment..................................................................
D. Specimen...................................................................................
E. Research Stage..........................................................................
F. Research Implementation..........................................................
V. ANALYSIS AND DISCUSSION .................................................
A. Examination Composer Material of Wall Panels .....................
B. Compressive Strength of Concrete Cylinder ............................
C. Wall Panels Test .......................................................................
VI. CONCLUSION AND SUGGESTION .........................................
A. Conclusion ................................................................................
B. Suggestion ................................................................................
BIBLIOGRAPHY
APPENDIX
viii
i
ii
iii
iv
v
vii
viii
ix
x
xi
xii
1
1
2
2
3
3
4
5
5
5
6
9
13
13
13
15
16
19
19
21
21
25
27
29
38
38
44
45
48
48
48
49
51
LIST OF TABLES
Table. II.1
Table II.2
Table V.1
Table V.2
Table V.3
Table V.4
Table V.5
Table V.6
Table V.7
Table V.8
Table V.9
Table V.10
Table V.11
Table V.12
Table V.13
Table V.14
Table V.15
Table V.16
Wiremesh material specification .................................................
Conversion of pce value ..............................................................
Organic Material Content of Fine Aggregates .............................
Saturated Surface Dry (SSD) of Fine Aggregates ........................
Mud Content of Fine Aggregates .................................................
Fineness Modulus Testing ..........................................................
Specific Gravity of Fine Aggregate .............................................
Los Angeles Test .........................................................................
Density and Absorption of Fine Aggregtaes ...............................
Coarse Aggregates Gradation Test ..............................................
Material Composer of Specimen Needed ....................................
Tensile Strength of Wiremesh......................................................
Slump Test ...................................................................................
Density of Concrete Cylinder ......................................................
Compressive Strength of Concrete Cylinder ...............................
Flexural Strength of Wall Panels Without Reinforcement ........
Flexural Strength of Wall Panels With Reinforcement ...............
Percentage Increase of Flexural Strength Wall Panels ................
ix
7
8
38
39
39
40
41
42
42
43
43
44
44
44
45
45
46
46
LIST OF FIGURES
Figure II.1
Figure II.2
Figure II.3
Figure III.1
Figure III.2
Figure IV.1
Figure IV.2
Figure IV.3
Figure IV.4
Figure IV.5
Figure IV.6
Figure IV.7
Figure IV.8
Figure IV.9
Figure IV.10
Figure IV.11
Figure IV.12
Figure IV.13
Figure IV.14
Figure IV.15
Figure IV.16
Figure IV.17
Figure IV.18
The influence of the aggregate on the compressive
strength of concrete at various life of ...........................
Compressive strength of concrete for various types of
cement ............................................................................
The relationship between compressive strength of
concrete and fas .............................................................
Concrete cylinder compressive strength test..................
Flexural strength loading scheme...................................
Fine Aggregates .............................................................
Coarse Aggregate ..........................................................
Sieve Aggregate .............................................................
Sieve Vibrator Machine .................................................
Steel Rod .......................................................................
Concrete Mixer ..............................................................
Cup ................................................................................
Cylinder Mold ...............................................................
Wall Panels Formwork ..................................................
Compressive Strength Test Equipment..........................
Cylinder Specimen.........................................................
Wall Panel Specimen......................................................
Wall Panel Testing Scheme ...........................................
SSD of Fine Aggregate...................................................
Los Angeles Test ...........................................................
Density Test of Coarse Aggregates ...............................
Coarse aggregates gradation test ...................................
Concrete cylinder testing ..............................................
.
x
9
10
11
17
18
19
20
22
22
23
23
23
24
24
25
25
26
26
30
32
33
34
36
GLOSSARY OF ABBREVITIONS AND NOTATIONS
A
= The surface of specimen (mm2)
Aso = Cross sectionl area of specimen (mm2)
b
= Width of specimen (mm)
f’c
= Compressive stress (N/mm2)
fs
= Maximum tensile stress (N/mm2)
h
= High of specimen (mm)
L
= Length of specimen (mm)
MOR = Modulus of rupture (MPa)
P
= Maximum load (N)
V
= Volume (cm3)
W
= Berat beton (gr)
σ
= Maximum compressive strength of concrete (kg/cm2)
xi
ABSTRACT
FLEXURAL STRENGTH OF WALL PANELS WITH WIREMESH
REINFORCEMENT
Wall is one of the important elements of the building and serves to separate and form
a space in residential buildings or storied. After brick and lighweight cooncrete walls
to the current development of construction projects have come the use of wall panels.
Wall panels are generally made using a concrete mixture like usual (water, fine
aggregates, coarse aggregates, cement) and given reinforcement inside.
Reinforcement used in this research is wiremesh. The aims of this research are to
analizing the value of compressive strength of concrete cylinder, analyzing value of
compressive strength of concrete cylinder, to analyzing flexural strength of wall
panels without wiremesh reinforcement, and to analyzing value flexural strength of
wallpanels with wiremesh reinforcement The specimen is made with dimension width
50 cm, length 100 cm, and a height of 7 cm for flexural strength testing. Life of
concrete that is planned is 28 days. The purpose of this research is to analyze the
flexural strength of wall panels with wiremesh reinforcement. In this research there
are several stages. The first step is preparation of equipment and materials. The
second stage includes the examination of materials, mix design and manufacture of
concrete mix. The third stage is the manufacture and maintenance of the test
specimen. The fourth stage is testing of compressive strength concrete and flexural
strength wall panels. The fifth stage is the data analysis, discussion, and conclusion.
Results of lightweight concrete compressive strength is 21, 18 MPa, flexural strength
panel walls without reinforcement wiremesh is 3.293 MPa, flexural strength while the
wall panels with wiremesh reinforcement is 5.694 MPa.
Keywords : wall panels, wiremesh, flexural strength
Dinding merupakan salah satu elemen penting dari bangunan dan berfungsi untuk
memisahkan dan membentuk ruang pada bangunan tempat tinggal atau bertingkat.
Setelah batu bata dan dinding beton ringan untuk perkembangan konstruksi telah
menggunakan panel dinding. Dinding panel umumnya dibuat menggunakan
campuran beton seperti biasa (air, agregat halus, agregat kasar, semen) dan ditambah
perkuatan. Perkuatan yang digunakan dalam penelitian ini adalah wiremesh. Tujuan
dari penelitian ini adalah untuk menganalisa nilai kuat tekan beton silinder, untuk
menganalisis kuat lentur dinding panel tanpa penguatan wiremesh, dan untuk
menganalisis nilai kuat lentur dari dinding panel dengan perkuatan wiremesh. Benda
uji dibuat dengan dimensi lebar 50 cm, panjang 100 cm, dan tinggi 7 cm untuk
pengujian kuat lentur. Umur beton yang direncanakan adalah 28 hari. Tujuan dari
penelitian ini adalah untuk menganalisis kekuatan lentur panel dinding dengan
tulangan wiremesh. Dalam penelitian ini ada beberapa tahapan. Langkah pertama
adalah persiapan peralatan dan bahan. Tahap kedua meliputi pemeriksaan bahan,
perencanaan campuran beton. Tahap ketiga adalah pembuatan dan perawatan benda
uji. Tahap keempat adalah pengujian kuat tekan beton dan kuat lentur dinding panel.
Tahap kelima adalah analisis data, diskusi, dan kesimpulan. Hasil kuat tekan beton
ringan adalah 21, 18 MPa, dinding panel kekuatan lentur tanpa tulangan wiremesh
adalah 3,293 MPa, kekuatan lentur sedangkan panel dinding dengan tulangan
wiremesh adalah 5,694 MPa.
Kata kunci : dinding panel, wiremesh, kuat lentur
xii
WITH WIREMESH REINFORCEMENT
Final Project
Submitted as partial for Filling
The Requirement for Bachelor degree of Civil Engineering
by :
NABELLA MAHARANI
NIM : D 100 122 002
CIVIL ENGINEERING DEPARTMENT
ENGINEERING FACULTY
UNIVERSITY OF MUHAMMADIYAH SURAKARTA
2016
MOTTO
“Good, better, best. Never let it rest. Until your good is better and yout better is
best.”
(Tim Ducan)
“True wisdom comes to each of us when we realize how little we understand
about life, ourselves and the world around us.”
(Socrates)
“They always say times changes things, but you actually have to change them
yourself.”
(Andy Warhol)
“When a goal matter enough to a person, that person will find a way to
accomplish what at first seemed impossible.”
(Nido Qubein)
“What is not started today is finished tommorow.”
(Johann Wolfgang von Goethe)
iii
DEDICATION
This work is dedicated to :
Allah who has given guidance, smoothness and facilities in the pursuit of
knowledge, work, and duties.
Prophet Muhammad is as a role model and a good example for us.
Beloved Papa and Mama, thank you for your pray and support. May Allah
rewards better than what they given me.
My brothers Merah Bangsawan, Brilliant Moses Akbar never providing of
support.
My best friends Rozzaana Islamia , Nella Kusumaningtyas, Annisaa Putri
Hardiyanti, Nur Hidayah thank you for support.
International friends arms of Civil Engineering 2012 which have provide
the support : Mia, Nella, Robhi, Asso, Shinta, Ardi, Sobirin, Hudi, Danar.
Friends who helped inthe settlement of this final report : Mia, Nella,
Pendi, Meka dkk, thank you for your coorperation and help.
All student whom I know or not, hopefully, this material is benefit for you.
My insidious man that make me dare to dream.
iv
PREFACE
Assalamualaikum Wr.Wb
There are no first word, be spoken besidesAlhamdulillah. Praise be to
Allah, writer prays this final project in accordance with a predemined time. This
final project is entitled “Flexural Strength of Panels Wall with Wiremesh
Reinforcement”.
This Final Project submitted as partial for filling the requirement for
Bachelor degree of Civil Engineering, Engineering Faculty of University of
Muhammadiyah Surakarta.
In this connection allows writer to thank to all those who have participated
in help, they help morally or materially as long the writer is being as student until
she finished her final project.
Thanks and highest appreciation for the direction guidance and assistance
that has given so I can finish the Project of study in Departmen of Civil
Engineering, Engineering Faculty, University of Muhammadiyah Surakarta
especially to the honorable:
1. Ir. Sri Sunarjono, M.T., Ph.D., as Dean of the Engineering Faculty, University
of Muhammadiyah Surakarta.
2. Mochamad Solikin, S.T., M.T., Ph.D ., as Head of the Department of Civil
Engineering, Engineering Faculty, University of Muhammadiyah Surakarta.
3. Anto Budi L, S.T., M.Sc., as the Academic Lecture.
4. Muhammad Ujianto, S.T., M.T., as Final Project Lecture who has given
support and taught.
5. Yenny Nurchasanah, S.T., M.T., as Final Project Lecture who has given
support, taught, and suggested.
6. Budi Setiawan, S.T., M.T., as Examiner who has given taught, support, and
suggested.
7. Basuki, S.T., M.T., as Guest of Final Project Lecture who has given support,
taught, and suggested.
v
8. Lecture
of
Civil
Engineering,
Engineering
Faculty,
University
of
Muhammadiyah Surakarta
9. Beloved papa and mama who have provide both material, moral, support,
andpray, and I pray to God for papa and mama.
10. Friends of Civil Engineering 2012 which have helped many and have passed
many fond memories in joy and sorrow during this time: Mia, Nella, Robhi,
Asso, Shinta, Ardi, Hudi, Sobirin, Danar.
11. All parties who cannot be mentioned one by one that has helped to
completion of final project.
Writer realized that there is no perfect thing, therefre critics and constructive
suggestions for the perfection extremely athors expect at this final and hopefully,
this final can be useful for use.
Wassalamualaikum Wr. Wb.
vi
TABLE OF CONTENT
TITTLE ..................................................................................................
APPROVAL SHEET .............................................................................
MOTTO ...................................................................................................
DEDICATION .......................................................................................
PREFACE ...............................................................................................
STATEMENT .........................................................................................
TABLE OF CONTENT ..........................................................................
LIST OF TABLES ..................................................................................
LIST OF FIGURES ................................................................................
LIST OF NOTATION ............................................................................
ABSTRACT .............................................................................................
I.
INTRODUCTION .........................................................................
A. Background ...............................................................................
B. Problem Formulation ................................................................
C. Destination.................................................................................
D. Research Contribution ..............................................................
E. Scope of problem ......................................................................
F. Authenticity Research .............................................................
II. LITERATURE REVIEW .............................................................
A. Wall Panel..................................................................................
B. Lightweight Concrete ...............................................................
C. Wiremesh...................................................................................
D. Factor Affecting the Quality of Concrete .................................
III. THEORITICAL APPROACH .....................................................
A. General ......................................................................................
B. Material Composition of Wall Panels .......................................
C. Mix Design of Wall Panel ........................................................
D. Wall Panel Test .........................................................................
IV. RESEARCH METHODS ..............................................................
A. Materials Research ....................................................................
B. Mix Design ...............................................................................
C. Research Equipment..................................................................
D. Specimen...................................................................................
E. Research Stage..........................................................................
F. Research Implementation..........................................................
V. ANALYSIS AND DISCUSSION .................................................
A. Examination Composer Material of Wall Panels .....................
B. Compressive Strength of Concrete Cylinder ............................
C. Wall Panels Test .......................................................................
VI. CONCLUSION AND SUGGESTION .........................................
A. Conclusion ................................................................................
B. Suggestion ................................................................................
BIBLIOGRAPHY
APPENDIX
viii
i
ii
iii
iv
v
vii
viii
ix
x
xi
xii
1
1
2
2
3
3
4
5
5
5
6
9
13
13
13
15
16
19
19
21
21
25
27
29
38
38
44
45
48
48
48
49
51
LIST OF TABLES
Table. II.1
Table II.2
Table V.1
Table V.2
Table V.3
Table V.4
Table V.5
Table V.6
Table V.7
Table V.8
Table V.9
Table V.10
Table V.11
Table V.12
Table V.13
Table V.14
Table V.15
Table V.16
Wiremesh material specification .................................................
Conversion of pce value ..............................................................
Organic Material Content of Fine Aggregates .............................
Saturated Surface Dry (SSD) of Fine Aggregates ........................
Mud Content of Fine Aggregates .................................................
Fineness Modulus Testing ..........................................................
Specific Gravity of Fine Aggregate .............................................
Los Angeles Test .........................................................................
Density and Absorption of Fine Aggregtaes ...............................
Coarse Aggregates Gradation Test ..............................................
Material Composer of Specimen Needed ....................................
Tensile Strength of Wiremesh......................................................
Slump Test ...................................................................................
Density of Concrete Cylinder ......................................................
Compressive Strength of Concrete Cylinder ...............................
Flexural Strength of Wall Panels Without Reinforcement ........
Flexural Strength of Wall Panels With Reinforcement ...............
Percentage Increase of Flexural Strength Wall Panels ................
ix
7
8
38
39
39
40
41
42
42
43
43
44
44
44
45
45
46
46
LIST OF FIGURES
Figure II.1
Figure II.2
Figure II.3
Figure III.1
Figure III.2
Figure IV.1
Figure IV.2
Figure IV.3
Figure IV.4
Figure IV.5
Figure IV.6
Figure IV.7
Figure IV.8
Figure IV.9
Figure IV.10
Figure IV.11
Figure IV.12
Figure IV.13
Figure IV.14
Figure IV.15
Figure IV.16
Figure IV.17
Figure IV.18
The influence of the aggregate on the compressive
strength of concrete at various life of ...........................
Compressive strength of concrete for various types of
cement ............................................................................
The relationship between compressive strength of
concrete and fas .............................................................
Concrete cylinder compressive strength test..................
Flexural strength loading scheme...................................
Fine Aggregates .............................................................
Coarse Aggregate ..........................................................
Sieve Aggregate .............................................................
Sieve Vibrator Machine .................................................
Steel Rod .......................................................................
Concrete Mixer ..............................................................
Cup ................................................................................
Cylinder Mold ...............................................................
Wall Panels Formwork ..................................................
Compressive Strength Test Equipment..........................
Cylinder Specimen.........................................................
Wall Panel Specimen......................................................
Wall Panel Testing Scheme ...........................................
SSD of Fine Aggregate...................................................
Los Angeles Test ...........................................................
Density Test of Coarse Aggregates ...............................
Coarse aggregates gradation test ...................................
Concrete cylinder testing ..............................................
.
x
9
10
11
17
18
19
20
22
22
23
23
23
24
24
25
25
26
26
30
32
33
34
36
GLOSSARY OF ABBREVITIONS AND NOTATIONS
A
= The surface of specimen (mm2)
Aso = Cross sectionl area of specimen (mm2)
b
= Width of specimen (mm)
f’c
= Compressive stress (N/mm2)
fs
= Maximum tensile stress (N/mm2)
h
= High of specimen (mm)
L
= Length of specimen (mm)
MOR = Modulus of rupture (MPa)
P
= Maximum load (N)
V
= Volume (cm3)
W
= Berat beton (gr)
σ
= Maximum compressive strength of concrete (kg/cm2)
xi
ABSTRACT
FLEXURAL STRENGTH OF WALL PANELS WITH WIREMESH
REINFORCEMENT
Wall is one of the important elements of the building and serves to separate and form
a space in residential buildings or storied. After brick and lighweight cooncrete walls
to the current development of construction projects have come the use of wall panels.
Wall panels are generally made using a concrete mixture like usual (water, fine
aggregates, coarse aggregates, cement) and given reinforcement inside.
Reinforcement used in this research is wiremesh. The aims of this research are to
analizing the value of compressive strength of concrete cylinder, analyzing value of
compressive strength of concrete cylinder, to analyzing flexural strength of wall
panels without wiremesh reinforcement, and to analyzing value flexural strength of
wallpanels with wiremesh reinforcement The specimen is made with dimension width
50 cm, length 100 cm, and a height of 7 cm for flexural strength testing. Life of
concrete that is planned is 28 days. The purpose of this research is to analyze the
flexural strength of wall panels with wiremesh reinforcement. In this research there
are several stages. The first step is preparation of equipment and materials. The
second stage includes the examination of materials, mix design and manufacture of
concrete mix. The third stage is the manufacture and maintenance of the test
specimen. The fourth stage is testing of compressive strength concrete and flexural
strength wall panels. The fifth stage is the data analysis, discussion, and conclusion.
Results of lightweight concrete compressive strength is 21, 18 MPa, flexural strength
panel walls without reinforcement wiremesh is 3.293 MPa, flexural strength while the
wall panels with wiremesh reinforcement is 5.694 MPa.
Keywords : wall panels, wiremesh, flexural strength
Dinding merupakan salah satu elemen penting dari bangunan dan berfungsi untuk
memisahkan dan membentuk ruang pada bangunan tempat tinggal atau bertingkat.
Setelah batu bata dan dinding beton ringan untuk perkembangan konstruksi telah
menggunakan panel dinding. Dinding panel umumnya dibuat menggunakan
campuran beton seperti biasa (air, agregat halus, agregat kasar, semen) dan ditambah
perkuatan. Perkuatan yang digunakan dalam penelitian ini adalah wiremesh. Tujuan
dari penelitian ini adalah untuk menganalisa nilai kuat tekan beton silinder, untuk
menganalisis kuat lentur dinding panel tanpa penguatan wiremesh, dan untuk
menganalisis nilai kuat lentur dari dinding panel dengan perkuatan wiremesh. Benda
uji dibuat dengan dimensi lebar 50 cm, panjang 100 cm, dan tinggi 7 cm untuk
pengujian kuat lentur. Umur beton yang direncanakan adalah 28 hari. Tujuan dari
penelitian ini adalah untuk menganalisis kekuatan lentur panel dinding dengan
tulangan wiremesh. Dalam penelitian ini ada beberapa tahapan. Langkah pertama
adalah persiapan peralatan dan bahan. Tahap kedua meliputi pemeriksaan bahan,
perencanaan campuran beton. Tahap ketiga adalah pembuatan dan perawatan benda
uji. Tahap keempat adalah pengujian kuat tekan beton dan kuat lentur dinding panel.
Tahap kelima adalah analisis data, diskusi, dan kesimpulan. Hasil kuat tekan beton
ringan adalah 21, 18 MPa, dinding panel kekuatan lentur tanpa tulangan wiremesh
adalah 3,293 MPa, kekuatan lentur sedangkan panel dinding dengan tulangan
wiremesh adalah 5,694 MPa.
Kata kunci : dinding panel, wiremesh, kuat lentur
xii