Course: Strength of MaterialKuliah: Kekuatan...

Blog: Rokhani Hasbullah | Course: Strength of MaterialKuliah: Kekuatan BahanCopyright Rokhani rokhani@ipb.ac.idhttp://rokhani.staff.ipb.ac.id/2012/05/12/kuliah-kekuatan-bahan/

Course: Strength of MaterialKuliah: KekuatanBahan

COURSE SYLLABUS

1. Course Number

TMB 20A

2. Course Name

Strength of Materials

3. Credits

2(2-0)

4.Department

Agricultural Engineering

5. Course Status

6. Prerequisites

Knowledge of Engineering Material (TEP203)

7. CourseDescription

This course covers stress and strain, axial andtorsional loadings, bending moment and sheardistributions from transverse loads,

deformation and deflection of shafts andbeams (double integration method, momentarea method, singularity function method,strain energy method), torsion, columnbuckling, and an introduction of the analysis ofstatically indeterminate elastic beams of thecomponent parts of a structure or a machine.

8. Course LearningOutcomes

The student, upon completion of this course,will be able to:

- Calculate stress, strain, and deformation for basic geometries subjected to

axial, torsional, bending, and transverse loading.

- Identify a statically indeterminate problem and solve such a problem for axial

loading.

- Calculate maximum and minimum normal and shear stresses and the

orientations at which they occur for an arbitrary two-dimensional stress / strain

state.

- Draw shear and moment diagrams and write beam equilibrium equations.

- Calculate the deflection of a simply supported beam using double integration

method, moment area method, singularity function method, strain energy

method.

9. Textbooks or other required materials:

1. Popov, E.P. 1990. Engineering Mechanics of Solids. Prentice-Hall, Inc. New

Jersey.

2. Popov, E.P. 1978. Mechanics of Materials. Second edition. Prentice-Hall, Inc.,

New Jersey.

3. Hibbeler, R.C. 1999. Mechanics of Materials. Fourth edition. Prentice-Hall, Inc.

New Jersey.

4. Nash, W.A. 1998. Strength of Materials. Schaum’s Outline Series (Fourth

Edition). Mc. Graw-Hill Book Company. New York

5. Timoshenko, S. 1975. Strength of Materials. East-West Press PVT, Ltd.

Hawaii.

10. Lecture Evaluation and Grading

Mid Term Exam : 40 %

Final Exam : 40 %

Homeworks : 20 %

Lab work : -

11. Topics Covered

Topic(s)/Subtopic(s)

Duration

(Minutes)

References (pages)

Introduction: Unit system.

5(App. A)

Tension and compression: definition ofstress and strain, normal stress andnormal strain, modulus of elasticity 100

1(1), 4(1),5(1)

Shearing force and bending moment:definition of beam, statically determinatebeams, types of loading, internal forcesand moments in beams.

1(1), 3(7),4(6)

Shear stresses and shear strain: definitionof shear stress, Deformation due to shearstresses, modulus elasticity in shear.

1(1), 3(7),4(4)

Elastic deflection of beams:double-integration method

1(10),4(9)

Elastic deflection of beams: moment areamethod

1(10),4(10)

Elastic deflection of beams: singularityfunctions method

1(10),4(11)

Columns: definition of column, criticalload of column, slenderness ratio ofcolumn

1(11),4(15)

Torsion: definition of torsion, twistingmoment, modulus of elasticity in shear,angle of twist

1(4), 4(5)

Thin-walled pressure vessels: meridionaland hoop stress in cylindrical, spherical,conical or toroidal shell.

1(3), 4(3),3(5)

Bolted and riveted connections, weldedjoints

1(1), 4(4)

Special topics in elastic beam: shearcenter, unsymetric bending, curvedbeams.

3(6),4(13)

Statically indeterminate elastic beams

2(12),4(12)

Strain energy methods

1(2),4(16)

References:

1. Popov, E.P. 1990. Engineering Mechanics of Solids. Prentice-Hall, Inc. New

Jersey.

2. Popov, E.P. 1978. Mechanics of Materials. Second edition. Prentice-Hall, Inc.,

New Jersey.

3. Hibbeler, R.C. 1999. Mechanics of Materials. Fourth edition. Prentice-Hall, Inc.

New Jersey.

4. Nash, W.A. 1998. Strength of Materials. Schaum’s Outline Series (Fourth

5. Timoshenko, S. 1975. Strength of Materials. East-West Press PVT, Ltd.

Hawaii.

SILABUS PERKULIAHAN

1. Kode Mata Kuliah : TMB 20A

2. Nama Mata Kuliah : Kekuatan Bahan

3. Kredit : 2(2-0)

4. Prasyarat : TEP 203 Pengetahuan Bahan Teknik

5. Deskripsi Singkat : Mata kuliah ini memberikan pengetahuan dasar

kepada mahasiswa untuk mampu menjelaskan dan menganalisis kekuatan bahan

dari anggota konstruksi bangunan dan mesin, dengan pokok bahasan tegangan

normal dan tegangan geser, gaya geser dan momen lentur, torsi, tegangan dan

deformasi pada kolom, analisis defleksi dengan metode integrasi ganda, fungsi

singularitas dan energi regangan serta contoh-contoh soal untuk menganalisis

kekuatan bahan pada anggota konstruksi bangunan dan mesin.

6. Tujuan Instruksional Umum: Setelah menyelesaikan mata kuliah ini, mahasiswa

dapat menjelaskan konsep dan dasar-dasar analisis kekuatan bahan dan

menganalisis kekuatan bahan yang meliputi tegangan-regangan dan deformasi

pada bagian-bagian konstruksi bangunan dan mesin.

7. Dosen Pengajar Kuliah : a. Dr.Ir. Rokhani Hasbullah, M.Si.

b. Ir. Agus Sutejo, M.Si.

8. Dosen Pengajar Praktikum: -

9. Bahan Referensi :

(1) Popov, E.P. 1990. Engineering Mechanics of Solids. Prentice-Hall, Inc. New

Jersey.

(2) Popov, E.P. 1978. Mechanics of Materials. Second edition. Prentice-Hall, Inc.,

New Jersey.

(3) Hibbeler, R.C. 1999. Mechanics of Materials. Fourth edition. Prentice-Hall, Inc.

New Jersey.

(4) Nash, W.A. 1998. Strength of Materials. Schaum’s Outline Series (Fourth

(5) Timoshenko, S. 1975. Strength of Materials. East-West Press PVT, Ltd.

Hawaii.

10. Materi kuliah

Minggu

Pokok Bahasan Dosen Pustaka

Pendahuluan: Kontrakperkuliahan; Konsep dasar dansistem satuan

Rokhani 5(App. A)

Tegangan normal dan tegangangeser.

Sutejo 1(1), 4(1),5(1)

Gaya geser dan momen lentur.

Sutejo 1(1), 3(7),4(6)

Tegangan lentur dan geser akibatbeban lateral (konstruksi balok)

Sutejo 1(1), 3(7),4(4)

Defleksi pada balok: metode Sutejo 1(10), 4(9)

integrasi ganda

Defleksi pada balok metodemomen luasan

Sutejo

1(10), 4(10)

Defleksi pada balok metodefungsi singularitas.

Sutejo

1(10), 4(11)

Beban dan tegangan kritis padakolom

Rokhani

1(11), 4(15)

Torsi (Momen punter)

Rokhani

1(4), 4(5)

Tegangan pada bejana dindingtipis

Rokhani

1(3), 4(3),3(5)

Sambungan paku keling, baut,dan las

Rokhani

1(1), 4(4)

Balok elastis khusus

Rokhani

3(6), 4(13)

Pembebanan statis tak tentu

Rokhani

2(12), 4(12)

Metode energi regangan

Rokhani

1(2), 4(16)

11. Penilaian :

UTS : 40 %

UAS : 40 %

Pekerjaan Rumah/Tugas Mandiri : 20 %

Praktikum : -

12. Ketentuan Lain : -

Course: Strength of MaterialKuliah: Kekuatan...

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