.::TOWARD green CAMPUS GL POLTEKBA::.

Email Pengembang RPS:aco.wahyudi@poltekba.ac.id

Generated by SPMI apps :@April 4, 2025, 3:16 pm Form. Code: FRM/AK/08.133.0

JURUSAN TEKNIK SIPIL

PROGRAM STUDI TEKNOLOGI REKAYASA KONSTRUKSI JALAN DAN JEMBATAN

RENCANA PEMBELAJARAN SEMESTER (RPS) T.A 2022/2023

MATA KULIAH

KODE

BOBOT SKS

JAM/SMT

SEMESTER

TANGGAL PENYUSUNAN

T

P

TOTAL

Perencanaan Konstruksi Jembatan

JJ360317

2

0

2

28

6

21-03-2024

OTORISASI

DOSEN PENGEMBANG RPS

KETUA PROGRAM STUDI

Scan QR untuk Akses Dokumen ini

Ir.. Aco Wahyudi Efendi S.T., M.T., ASEAN Eng., ACPE.

Mohamad Isram M. Ain S.T., M.Sc.

NIP/NIK. 1117118003

NIP/NIK. 198903052022031010

Capaian Pembelajaran (CPL)

CPL - PRODI

SIKAP

PENGETAHUAN

KETRAMPILAN UMUM

 

KETERAMPILAN KHUSUS

Capaian Mata Kuliah (CP-MK)

CP - MK

KEMAMPUAN AKHIR SETIAP PERTEMUAN (Sub-CPMK)

Deskripsi Mata Kuliah

 Matakuliah Perencanaan Konstruksi Jembatan mempelajari

Materi Pembelajaran/ Pokok Bahasan


Pustaka

Pustaka Utama:

Media Pembelajaran

Media :

Dosen Pengampu

Aco Wahyudi Efendi,

 

 

Mata Kuliah

Perencanaan Konstruksi Jembatan

Kode Mata Kuliah

JJ360317

 

 

 

Minggu ke-

Sub CP-MK (sebagai kemampuan akhir yang diharapkan)

Indikator

Kriteria & Bentuk Penilaian

Metode Pembelajaran (Estimasi Waktu)

Materi Pembelajaran (Pustaka)

Bobot Penilaian (%)

1

2

3

4

5

6

7
1

 1. Mampu memahami apa yang dimaksud prategang. [C1, C2, C5, P2, A1, A2, A3]

Mahasiswa mampu menjelaskan tentang gambaran umum prategang 

Kriteria: kesesuaian


Bentuk nontest: Presentasi
 

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60”

 

Prokes dan K3

Pemahaman umum.
Foto atau ilustrasi
contoh penggunaan
prategang pada
konstruksi. 


1. Prestressed Concrete, Edward G Nawy 
2. Design of Prestressed Concrete Structure, T.Y.Lin 

2
2

 2. Mampu mengenal konsep balok prategang termasuk komponenkomponennya. [C1, C2, C5, P2, A1, A2, A3]

Mahasiswa mampu menjelaskan tentang gambaran umum prategang

Kriteria:
kesesuaian


Bentuk nontest:
Presentasi
 

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60”
 

Konsep dasar.

Material dan sistemprategang. 


1. Prestressed Concrete, Edward G Nawy 
2. Design of Prestressed Concrete Structure, T.Y.Lin 

2
3

 3. Mampu merancang balok prategang akibat lentur pada statis tertentu termasuk end blok. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu menerepkan kesesuaian tahapan perhitungan

Kriteria: Kesesuaian dan sistematika


Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 5x(2x50”) 

TT: 5x60”

BM: 5x60”

Perencanaan balok akibat lentur dengan cara elastis dan ultimate (gaya prategang efektif diasumsikan). 


Pustaaaka Utama:

E.G.Nawy, 2003, Prestressed Concrete, A Fundamental Approach, 4th Ed., Prentice Hall, Eng.Cliffs NJ.

Nilson, A.H. et al., 2010, Design of Concrete Structures, 14th, Mc. Graw-Hill, N.Y.

A.E. Naaman, 2004, Prestressed Concrete Analysis and Design, Fundamentals, 2nd.Ed., Techno Press 3000, Michigan 48105.

Andri Budiadi, 2008,Desain Praktis Beton Prategang, Andi Offset, Yogyakarta

BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
4

 4. Mampu merancang balok prategang akibat lentur pada statis tertentu termasuk end blok. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu menerepkan kesesuaian tahapan perhitungan 

Kriteria: Kesesuaian dan sistematika


Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

 

TM: 5x(2x50”) 

TT: 5x60”

BM: 5x60”

Perencanaan balok akibat lentur dengan cara elastis dan ultimate (gaya prategang efektif diasumsikan). 


Pustaaaka Utama:

E.G.Nawy, 2003, Prestressed Concrete, A Fundamental Approach, 4th Ed., Prentice Hall, Eng.Cliffs NJ.

Nilson, A.H. et al., 2010, Design of Concrete Structures, 14th, Mc. Graw-Hill, N.Y.

A.E. Naaman, 2004, Prestressed Concrete Analysis and Design, Fundamentals, 2nd.Ed., Techno Press 3000, Michigan 48105.

Andri Budiadi, 2008,Desain Praktis Beton Prategang, Andi Offset, Yogyakarta

BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
5

 5. Mampu merancang balok prategang akibat lentur pada statis tertentu termasuk end blok. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu menerepkan kesesuaian tahapan perhitungan 

Kriteria: Kesesuaian dan sistematika


Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

 

TM: 5x(2x50”) 

TT: 5x60”

BM: 5x60”

Perencanaan balok akibat lentur dengan cara elastis dan ultimate (gaya prategang efektif diasumsikan). 


Pustaaaka Utama:

E.G.Nawy, 2003, Prestressed Concrete, A Fundamental Approach, 4th Ed., Prentice Hall, Eng.Cliffs NJ.

Nilson, A.H. et al., 2010, Design of Concrete Structures, 14th, Mc. Graw-Hill, N.Y.

A.E. Naaman, 2004, Prestressed Concrete Analysis and Design, Fundamentals, 2nd.Ed., Techno Press 3000, Michigan 48105.

Andri Budiadi, 2008,Desain Praktis Beton Prategang, Andi Offset, Yogyakarta

BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
6

 6. Mampu merancang balok prategang akibat lentur pada statis tertentu termasuk end blok. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu menerepkan kesesuaian tahapan perhitungan 

Kriteria: Kesesuaian dan sistematika


Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

 

TM: 5x(2x50”) 

TT: 5x60”

BM: 5x60”

Perencanaan balok akibat lentur dengan cara elastis dan ultimate (gaya prategang efektif diasumsikan). 


Pustaaaka Utama:

E.G.Nawy, 2003, Prestressed Concrete, A Fundamental Approach, 4th Ed., Prentice Hall, Eng.Cliffs NJ.

Nilson, A.H. et al., 2010, Design of Concrete Structures, 14th, Mc. Graw-Hill, N.Y.

A.E. Naaman, 2004, Prestressed Concrete Analysis and Design, Fundamentals, 2nd.Ed., Techno Press 3000, Michigan 48105.

Andri Budiadi, 2008,Desain Praktis Beton Prategang, Andi Offset, Yogyakarta

BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3

3
7

 7. Mampu merancang balok prategang akibat lentur pada statis tertentu termasuk end blok. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu menerepkan kesesuaian tahapan perhitungan 

Kriteria: Kesesuaian dan sistematika


Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

 

TM: 5x(2x50”) 

TT: 5x60”

BM: 5x60”

Perencanaan balok akibat lentur dengan cara elastis dan ultimate (gaya prategang efektif diasumsikan). 


Pustaaaka Utama:

E.G.Nawy, 2003, Prestressed Concrete, A Fundamental Approach, 4th Ed., Prentice Hall, Eng.Cliffs NJ.

Nilson, A.H. et al., 2010, Design of Concrete Structures, 14th, Mc. Graw-Hill, N.Y.

A.E. Naaman, 2004, Prestressed Concrete Analysis and Design, Fundamentals, 2nd.Ed., Techno Press 3000, Michigan 48105.

Andri Budiadi, 2008,Desain Praktis Beton Prategang, Andi Offset, Yogyakarta

BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
8

 UTS UTS : Ujian Tengah Semeter

30
9

 9. Mampu menghitung Kehilangan Gaya Prategang. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu memahami peraturan dan sistematis penyusunan laporan 

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi 
 

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60”

Prestress Losses jangka pendek dan jangka panjang. 


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
10

 10. Mampu merancang akibat geser dan torsi pada balok prategang. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu memahami peraturan dan sistematis penyusunan laporan perhitungan 

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60”

Perencanaan geser dan torsi
 


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
11

 11. Mampu merancang balok prategang pada statis tak tentu. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu dan memahami peraturan dan sistematis penyusunan laporan perhitungan

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi dan dokumen tugas


 

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60

Perencanaan balok statis tak tentu
 


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
12

 12. Mampu merancang balok prategang pada statis tak tentu. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu dan memahami peraturan dan sistematis penyusunan laporan perhitungan

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60

Perencanaan balok statis tak tentu


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
13

 13. Mampu menghitung kemampuan layan balok prategang. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu dan memahami peraturan dan sistematis penyusunan laporan perhitungan

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60

Perhitungan lawan lendut, lendutan dan lebar retak 


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
14

 14. Mampu merencanakan balok prategang tahan gempa. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu dan memahami peraturan dan sistematis penyusunan laporan perhitungan

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60

Perencanaan balok prategang tahan gempa
 


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
15

 15. Mampu merencanakan balok prategang tahan gempa. [C1, C2, C3, C4, C5, C6, P2, A1, A2, A3, A4, A5]

Mahasiswa mampu dan memahami peraturan dan sistematis penyusunan laporan perhitungan

Kriteria: kesesuaian dan sistematika

Bentuk nontest: Presentasi dan dokumen tugas

Ceramah, Praktik, Diskusi (Interaktif, SCL, kontektual, scientific, integratif)

TM: 2x50”

TT: 60”

BM: 60

Perencanaan balok prategang tahan gempa
 


BSN, 2013, SNI 2847:2013 – Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta.

ACI, 2011, ACI 318M-11 – Building Code Requirements for Structural Concrete, Farmington Hills.

Elliot, K.S., 2002, Precast Concrete Structures, Butterworth Heinemann Publication.

Elliot K.S. and Tovey, a.K., 1996, Precast Concrete Frame Building, Design Guide, British Cement Association, BCA’s Publisher

PCI, Precast/Prestressed Concrete Institute, 1985, PCI Design Handbook, third edition, Chicago, Illinois.

ACI T1.1-01, 1999, Acceptance Criteria for Moment Frames based on Structural Testing and Commentary

3
16

 UAS UAS : Ujian Akhir Semester

30

.::TOWARD green CAMPUS GL POLTEKBA::.

 

Tentang Pengembang

 
Aco Wahyudi Efendi lahir di Samboja pada tanggal 17-11-1980
Jabatan fungsional Tenaga Pengajar Jurusan TEKNIK SIPIL Program Studi Teknik Sipil

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