THEORY OF STRUCTURES By Assoc. Prof. Dr. Sittichai Seangatith SCHOOL OF CIVIL ENGINEERING INSTITUTE OF ENGINEERING SURANAREE UNIVERSITY OF TECHNOLOGY Instructor: Assoc. Prof. Dr. Sittichai Seangatith Email: [email protected]Tel. 044-224326, 4420-1, and 4750-1 Office: Room D23, Academic Building Textbook: 1. Lecture Note: 430 331 Theory of Structures, Sittichai Seangatith, 2006 2. Structural Analysis; SI Edition, R.C. Hibbeler, Prentice Hall, 2005 Objectives: Students successfully completing this course will 1. understand the concept of theories and methods of analyzing two dimensional structures including trusses, beams, frames, arches, and cables, 2. recognize the limitations and assumptions used to develop the theories and methods. ทําไมตองศึกษาวิชานี้ 2. ทําใหเกิด Engineering senses 3. ไดประยุกตใช Engineering judgments 1. ฝกการมองปญหาในชีวิตจริงแบบวิศวกร ปญหาจริง Model ทฤษฏี คําตอบ 4. เปนวิชาบังคับ กว. ของบางสาขาวิชา 5. อื่นๆ 1. Types of Structures and loads. Analysis of Determinate Structures. Computer software: GRASP or SUTStructor. 2. Analysis of Statically Determinate Trusses. 3. Shear and Bending Moment Diagrams. 4. Cable and Arch. 5. Influence Lines for Beams Floor Girders and Trusses. Maximum Influence. 6. Deflection: Double Integration Method. Moment Area Method. Chapter Subjects:
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THEORY OF STRUCTURES
By
Assoc. Prof. Dr. Sittichai SeangatithSCHOOL OF CIVIL ENGINEERING
INSTITUTE OF ENGINEERINGSURANAREE UNIVERSITY OF TECHNOLOGY
Instructor: Assoc. Prof. Dr. Sittichai SeangatithEmail: [email protected]. 044-224326, 4420-1, and 4750-1Office: Room D23, Academic Building
Textbook:1. Lecture Note: 430 331 Theory of Structures, Sittichai Seangatith,
20062. Structural Analysis; SI Edition, R.C. Hibbeler, Prentice Hall, 2005Objectives:
Students successfully completing this course will1. understand the concept of theories and methods of analyzing two
dimensional structures including trusses, beams, frames, arches,and cables,
2. recognize the limitations and assumptions used to develop the theories and methods.
ทาไมตองศกษาวชาน
2. ทาใหเกด Engineering senses
3. ไดประยกตใช Engineering judgments
1. ฝกการมองปญหาในชวตจรงแบบวศวกร
ปญหาจรง Model ทฤษฏ คาตอบ
4. เปนวชาบงคบ กว. ของบางสาขาวชา
5. อนๆ
1. Types of Structures and loads.Analysis of Determinate Structures.Computer software: GRASP or SUTStructor.
2. Analysis of Statically Determinate Trusses.
3. Shear and Bending Moment Diagrams.
4. Cable and Arch.
5. Influence Lines for Beams Floor Girders and Trusses.Maximum Influence.
6. Deflection: Double Integration Method.Moment Area Method.
Chapter Subjects:
9. Deflection: Castigliano’s Theorem for Trusses, Beams, and Frames.
7. Deflection: Conjugate Beam Method.Method of Virtual Work for Trusses.
8. Deflection: Method of Virtual Work for Beams and Frames.
10. Introduction to Statically Indeterminate Structures.Force Method for Beams.
11. Force Method for Frames, Trusses, and Composite Structures.
Final Examination.
Conduct of Course:Assignments 10%Quizzes 10%Midterm Examination I 20%Midterm Examination II 20%Midterm Examination III 20%Final Examination 20%
Grading Guides:80 and above A75-79 B+70-74 B65-69 C+60-64 C55-59 D+50-54 Dbelow 50 F
The above criteria may be changed at the instructor’s discretion.
Midterm Examination II 20%วนศกรท 12 ตลาคม 2550 15.00-17.00 น.
Final Examination 20%วนพฤหสบดท 22 พฤศจกายน 2550 9.00-12.00 น.
Attendance Policy:1. Class attendance is mandatory. Missing classes more than
80% will receive an automatic grade of “F”.
3. Homework must be turn in 1 week after assigned or after finishing each chapter.
2. Students attending the lectures must bring the calculator for a quiz and the lecture note.
4. Cheating on the quizzes, homework, and examinations will get a zero score, and/or be punished according to the rules of Suranaree University of Technology.
5. No make up quizzes or examinations will be given without a written Dean's permission. Student who passes the make-up examinations will be given a maximum grade of “C”.
อานโจทยอยางระมดระวง และหาความสมพนธของสถานการณทางกายภาพกบทฤษฎเขยนแผนภาพ (diagrams) หรอรปภาพตางๆ และทาตารางของขอมลทใหมาใชทฤษฎและหลกการทถกตองเหมาะสมในการแกปญหาแกสมการและตรวจสอบความสอดคลองของหนวย และตอบคาตอบโดยมจานวน significant figures ไมมากไปกวาจานวน significant figures ของขอมลทใหมาศกษาคาตอบวามความเปนไปไดหรอไม โดยใช engineering judgment และ common sense