
| Course Code | : ZTY623 |
| Course Type | : Area Elective |
| Couse Group | : Third Cycle (Doctorate Degree) |
| Education Language | : Turkish |
| Work Placement | : N/A |
| Theory | : 3 |
| Prt. | : 0 |
| Credit | : 3 |
| Lab | : 0 |
| ECTS | : 8 |
It is aimed that students who understood isostatic systems to be gained knowledge on; effects of material geometry, strain and deformation, compliance with the geometric and strain and deformation equation
Wood, steel, reinforced concrete structures analysis and sizing, isostatic and indeterminate systems, snow, wind, earth and so on. Examination of loads, construction cost
| 1. | Classifying loads on a structural system |
| 2. | Explaining behaviour of load-carrying mechanisms |
| 3. | Calculating normal force, shearing force and moment in load-bearing systems |
| 4. | Classifying load-bearing systems in terms of static conditions |
| 5. | Using contemporary techniques and calculation tools required for engineering applications |
| 6. | Calculating loads on a hyperstatic-system |
| 1. | Çakıroğlu, A. ve E. Çetmeli 1990. Yapı Statiği Cilt 2. Beta Basım Yayım A.Ş. İstanbul. |
| 2. | Can H., 2002. Çözümlü Örneklerle Yapı Statiği, Birsen Yayınevi, İstanbul |
| 3. | Paçacı, M. 1984. Statik –Betonarme Proje Nasıl Yapılır. TMMOB İnşaat Mühendisleri Odası Ankara Şubesi Yayını, Ankara. |
| 4. | Sabis, T. 1971. Yapı Statiği. İstanbul Teknik Üniversitesi Kütüphanesi, Sayı:845, İstanbul |
| Type of Assessment | Count | Percent |
|---|---|---|
| Attending Lectures | 1 | %5 |
| Assignment | 1 | %5 |
| Midterm Examination | 1 | %20 |
| Final Examination | 1 | %70 |
| Activities | Count | Preparation | Time | Total Work Load (hours) |
|---|---|---|---|---|
| Lecture - Theory | 14 | 3 | 3 | 84 |
| Assignment | 1 | 24 | 0 | 24 |
| Midterm Examination | 1 | 42 | 2 | 44 |
| Final Examination | 1 | 46 | 2 | 48 |
| TOTAL WORKLOAD (hours) | 200 | |||
PÇ-1 | PÇ-2 | PÇ-3 | PÇ-4 | PÇ-5 | PÇ-6 | PÇ-7 | PÇ-8 | |
OÇ-1 | 5 | 4 | 4 | 4 | 5 | 5 | 5 | 5 |
OÇ-2 | 5 | 5 | 4 | 5 | 4 | 5 | 4 | 5 |
OÇ-3 | 5 | 5 | 5 | 5 | 5 | 4 | 5 | 5 |
OÇ-4 | 5 | 5 | 5 | 4 | 4 | 3 | 5 | 5 |
OÇ-5 | 5 | 5 | 4 | 4 | 5 | 3 | 5 | 5 |
OÇ-6 | 5 | 5 | 4 | 5 | 4 | 3 | 5 | 5 |