دبلومة التصميم الانشائي طبقا للكود السعودي العام SBC304 والسكني SBC1101
م.مروان عمرو
دبلومة التصميم الانشائي طبقا للكود السعودي العام SBC304 والسكني SBC1101 تضع بين يديك كل ما تحتاجة لإحتراف التصميم الانشائي فى المملكة العربية السعودية وذلك خلال 100ساعة من الشرح الاحترافي وتتضمن شرح التصميم اليدوي لكافة العناصر الإنشائية طبقاً للكود السعودي بالإضافة الى شرح البرامج الأساسية للتحليل الإنشائي وأخيراً التطبيق على 3 مشاريع مختلفة.
نبذة عن دبلومة التصميم الانشائي طبقا للكود السعودي (تصميم يدوي + تطبيق علي 3 مشاريع سكنية في المملكة)
دبلومة التصميم الانشائي طبقا للكود السعودي العام SBC304 والسكني SBC1101 تضع بين يديك كل ما تحتاجة لإحتراف التصميم الانشائي فى المملكة العربية السعودية وذلك خلال 100ساعة من الشرح الاحترافي وتتضمن شرح التصميم اليدوي لكافة العناصر الإنشائية طبقاً للكود السعودي بالإضافة الى شرح البرامج الأساسية للتحليل الإنشائي وأخيراً التطبيق على 3 مشاريع مختلفة.
تنقسم الدبلومة الى المراحل الآتية:
- مرحلة التأسيس الشامل
- التصمم الانشائي اليدوي لكافة العناصر : Columns – Beams – Slabs – Footings – Siesmic Load – Wind Load
- 2- شرح بنود الكود السعودي ومقارنتها بالكود الامريكي وشرح تحديثات الكود السعودي
- أساسيات وضع نظام انشائي سليم
- مرحلة شرح برامج التحليل الإنشائي
- CSI ETABS
- CSI SAFE
- CSI SAP2000
- مرحلة التطبيق :ويتم التطبيق على 3 مشروعات مختلفة
- 3 مشروعات سكنية
- مشروع خزان
- مرحلة أخراج اللوحات
- تجهيز اللوحات
- الطباعة على الأتوكاد
- كيفية عمل النوتة الحسابية
بالإضافة الى :
✅يتم المتابعه عن طريق جروب واتس آب/فيس بوك للإستفادة من النقاشات المختلفة
✅بتقدر تستفيد من اى أضافات مستقبلية للدورة بشكل مجانى .
✅ ️جودة تسجيل احترافية صوت وصورة عالية الوضوح .
✅يمكنك الاشتراك بالدورة من أي مكان فى خطوات معدودة.
✅لا توجد حاجة للإتصال بالإنترنت لمشاهدة محتوى الدورة.
✅طرق مدفوعات متنوعة.
الفئة المُستهدفة من الورشة:
- طلاب الفرقة الثالثة والرابعة قسم الهندسة المدنية (بعد تعلم الأساسيات الخاصة بكود التصميم الخاص ببلدك).
- الخريجين المهتمين بالتصميم الإنشائي
أساسيات لازمة قبل البدء فى الورشة
- لا شئ, خلال الدبلومة هنبدأ من البداية في كل شئ سواء من اول تعلم برنامج الكاد وبرنامج الاكسيل وكمان من اول التصميم الإنشائي اليدوي.
ما الذي ستكتسبه بنهاية الورشة:
- تصميم العناصر المختلفة طبقاً للكود السعودي.
- تصميم العناصر المختلفة باستخدام برامج عائلة برامج CSI.
البرامج المستخدمة فى الورشة:
- CSI ETABS
- AutoCAD
- Excel
- CSI SAP2000
- CSI COL & SP COLUMN
- CSI SAFE
- PROKON
- RCM ACI BUILDER
محتوى الدبلومة:
| Lectur e No. | Title | Content |
| B-1 | Introduction | Introduction |
| Units | ||
| Codes | ||
| Material 1 | ||
| Material 2 | ||
| Material 3 | ||
| Loads | ||
| Modes of Failure | ||
| Design Methods | ||
| From Codes | ||
| B-2 | Design of Columns 1 | Types of Columns |
| Braced and UnBraced Columns – Short and Long Columns | ||
| Axially Loaded Columns (N Only) | ||
| Uniaxially Loaded Columns (N & M) | ||
| Columns in ACI Code | ||
| Columns Details | ||
| B-3 | Design of Columns 2 | Biaxially Loaded Columns (N & Mx & My)1 |
| Biaxially Loaded Columns (N & Mx & My)2 | ||
| Biaxially Loaded Columns (N & Mx & My)3 | ||
| Clasification of Column | ||
| Example of Column Design | ||
| B-4 | One Way Solid Slab | Design of one way solid slab |
| Example of One way solid slab | ||
| B-5 | Flat Slab | Types of Flat Slab |
| Dimensions of Flat Slab | ||
| Load Transfer in Flat Slab | ||
| Direct Design Method | ||
| Example of Flat Slab | ||
| Details of Flat Slab | ||
| Check of Punching | ||
| B-6 | Two Way Solid Slab | Thickness of Two Way Soild Slab |
| Coefficient Method | ||
| Example of Two Way Soild Slab | ||
| From Code | ||
| B-7 | Design of Beams 1 | Types of Beams |
| Beams Design Sections | ||
| Loads on Beams | ||
| Basic Consideration in Section Design | ||
| Singly Reinforced Section | ||
| Example of Singly Reinforced Section | ||
| Doubly Reinforced Section | ||
| Example of Doubly Reinforced Section | ||
| Flanged Sections | ||
| B-8 | Design of Beams 2 | Concept of Shear Stresses |
| Shear Force Diagram | ||
| Critical Section For Shear Design | ||
| Shear Equation in ACI318-19 and ACI318-14 | ||
| Design for Shear | ||
| Example of Shear Design | ||
| Design of Beams for Torsion | ||
| B-9 | Design of H.B Slabs | Components of Hollow Blocks Slab |
| Dimensions of HB Slab – Straining Actions | ||
| Check of Sloid Part | ||
| Example of one way HB Slab Design | ||
| two way HB Slab Design | ||
| Example of two way HB Slab Design | ||
| B-10 | Serviceability Limit State | Minimum Dim. Of RC Elements |
| Manual Calculations of Deflection | ||
| Types of Deflection | ||
| Allawable Deflection | ||
| Check of Deflection | ||
| Crack Width | ||
| B-11 | Development Length | Concept of Development Length |
| Design of RC structures – Eng Karim Gaber | ||
| From Code | ||
| From Code | ||
| Design of RC structures – Eng Karim Gaber | ||
| Development Length From Code | ||
| Development Length From Code | ||
| B-12 | Cut off Bars | Concept of Cut off Bars |
| Basic consideration of Cutting of Bars | ||
| Lap Splices | ||
| Cut off Bars From Codes | ||
| B-13 | Slab on Grade | Design of Slab on Grade |
| B-14 | Manual Design of Stairs | Stair Cases |
| Arch. Consideration of Stairs | ||
| Str. Consideration of Stairs | ||
| Example of Manual Design of Stairs | ||
| B-15 | Introduction to Siesmic Design | Causes of Earthquakes |
| Faulting | ||
| Definitions | ||
| Member and System Consideration | ||
| Response of Structures | ||
| Effect on Action and Deformation Distribution | ||
| B-16 | Respose Spectrum Concept | Equation of Motion |
| Ressponse History | ||
| Concept of Response Spectrum | ||
| Deformation & Velocity & Acc. Response Spectrum | ||
| Charactaristics of Response Spectrum | ||
| B-17 | Siesmic Design Parameters | ASCE Siesmic Design Criteria |
| Siesmic Provisions | ||
| Examples of Determination of Ground Motion | ||
| Risk Category – Siesmic Design Category | ||
| Configuration irregularities | ||
| Deflection Amplification Factor – Over Strength Factor – Response Modification Factor | ||
| B-18 | Load Combinations – Accidental Torsion – Drift) | Load Combinations |
| Load Direction – Effective Siesmic Weight – Fundamental Period | ||
| Equavalent Lateral Force Analysis | ||
| Amplification of Accidental Torsion | ||
| Siesmic Story Drift | ||
| B-19 | P-Delta and Structural Seperation | P-delta Concept |
| Example | ||
| P-Delta Effect | ||
| Structural Seperation | ||
| B-20 | Wind Load | Concept of Analysis of Building against Wind |
| Exposure Category – Topography Factor – Ground Elevation Factor | ||
| Enclosure Classification – Wind in Etabs | ||
| B-21 | Manual Design of Footings | Basic Consideration of Foundation Design |
| Types of Foundation | ||
| Smell & Ground Beam & Tie Beam | ||
| Example of Manual Design of Foundation | ||
| Foundation From Code | ||
| B-22 | Fence Wall | Concept of Wind on Fence Wall |
| Wall on Isolated Footings | ||
| Wall on Strip Footings | ||
| C-1 | SBC304 | Introduction to Code SBC304 |
| One Way Slabs | ||
| Two Way Slabs | ||
| Beams | ||
| Columns | ||
| Material Properties | ||
| Sectional Strength | ||
| Serviceability Requiements | ||
| Reinforcement Details | ||
| C-2 | ACI VS SBC | SBC Codes |
| Col. Dimensions – Reinforcement Arrangement | ||
| Maximum Spacing Between Vertical Bars – Maximum RFT | ||
| Circular Ties and Spiral Reinforcement | ||
| Beams Dimensions – Basic Consideration of Design | ||
| H.B Slab Dimensions | ||
| C-3 | What is New in SBC | What is New in SBC |
| D-1 | Statical System | Arch. and Str. Drawings 1 |
| Arch. and Str. Drawings 2 | ||
| Types of Buildings | ||
| Columns Positions | ||
| Columns Directions | ||
| Slabs | ||
| Bathroom Slabs | ||
| Beams | ||
| Stairs & Ramp & OTS & Duct | ||
| Dimensions Estimation | ||
| Etabs Test 1 | CSI Programs | |
| Etabs Setup | ||
| Etabs Start | ||
| Etabs Grids System | ||
| Steel Grades | ||
| Etabs Interface | ||
| Default Materials in Etabs | ||
| Define of Concrete | ||
| Define of Steel Rapars and Bars Sizes | ||
| Etabs Test 2 | Define of Column Sections in Etabs | |
| Set Modifiers | ||
| Define of Beams Sections in Etabs | ||
| Define of Slabs Sections in Etabs | ||
| Load Pattern & Load Cases & Load Combinations | ||
| Create Model in Etabs | ||
| Assign Loads & Run Model | ||
| E-2 | Etabs Tricks 1 | Add Or Delete Story |
| Joint – Line -Area | ||
| Global And Local Axes | ||
| Non Uniform Loads On Beams | ||
| Set 3D View | ||
| Set Display Option | ||
| Pinned And Continuous Frames | ||
| Graphic Colours | ||
| Modeling Of Columns | ||
| Floor Meshing | ||
| Make Your Own Template | ||
| Etabs Tricks 2 | Pier And Spendral Label | |
| Wall Meshing | ||
| Modeling Of Stairs | ||
| Cut Off Columns | ||
| Copy And Paste | ||
| Load Combinations | ||
| Select – Model Explorer | ||
| How To Create A Report | ||
| E-3 | SAFE Tips & Trics | Safe Interface – Define Material |
| Define of Sections – Load Pattern – Load Combinations | ||
| Grids – Modeling | ||
| Run Model | ||
| Compare Manual Design and Csi Design | ||
| Check of Deflection | Deflection in Concrete Structures (Hasan Hammami) | |
| F-1 | Villa Structural System | Arch. Drawings |
| Columns | ||
| Beams | ||
| Hidden Beams | ||
| Slabs | ||
| DXF File | ||
| F-2 | Etabs Modeling | Modeling in Etabs |
| Etabs Errors | ||
| Scaling of Siesmic forces | ||
| F-3 | Etabs Errors and Checks | Participating Mass Rtio |
| Drift | ||
| Amplification of Accidental Torsional | ||
| Design of Columns | Design of Columns | |
| Finishing of Columns and Axes Drawing | ||
| F-5 | Design of Stairs | Design of Stairs |
| F-6 | Design of Slabs and Beams | Design of Slabs and Beams |
| F-7 | Design of Foundation | Design of Foundation |
| G-1 | Villa Structural System | Villa Structural System |
| G-2 | Etabs Modeling | Etabs Modeling |
| G-3 | Etabs Errors and Checks | Etabs Errors and Checks |
| G-4 | Design of Columns | Design of Columns |
| G-6 | Design of Slabs and Beams | Design of Slabs and Beams |
| G-7 | Design of Foundation | Design of Foundation |
| Drawings in ACI and SBC | ||
| H-1 | Villa Project | Villa Informations 1 |
| Villa Informations 2 | ||
| Villa Informations 3 | ||
| H-2 | Villa Statical System | Satical System of Villa 1 |
| Satical System of Villa 2 | ||
| Satical System of Villa 3 | ||
| Satical System of Villa 4 | ||
| Satical System of Villa 5 | ||
| Satical System of Villa 6 | ||
| Satical System of Villa 7 | ||
| Satical System of Villa 8 | ||
| Satical System of Villa 9 | ||
| H-4 | Design of Columns in Etabs 1 | Create DXF Files |
| Modeling in Etabs | ||
| Sway or Non-Sway Structure | ||
| Short or Long Column | ||
| Moment Magnification Factor for Non-Sway Columns | ||
| Moment Magnification Factor for Sway Columns | ||
| Design of Columns by Etabs | ||
| Conclusion of column design in Etabs | ||
| Check of Sway of Villa 1 | ||
| Design of Columns of Villa 1 | ||
| Effect of Ground Beams in Column design | ||
| Finishing of Columns and Axes Drawings | ||
| H-9 | Design of Slabs and Beams 3 | Design of Flat Slab and Beams in Safe Prog. |
| Design of H.B Slab and Hidden Beams in Safe Prog. | ||
| Setup of SAP Program | ||
| H-10 | Modeling of Stairs in SAP | Layout of Stair |
| Modeling of Stairs | ||
| Design of Stair | ||
| Finishing of Stairs | ||
| K-1 | Tanks and Pump Rooms | Tanks and Pump Rooms |
| I-1 | How To Print in CAD | Pen Assignment |
| Plot Style | ||
| Print in Model | ||
| Print in Layout | ||
| I-5 | Calculation Sheets | Calculation Sheets Method 1 |
| Calculation Sheets Method |
مقتطفات من اسلوب الشرح بالدورة
عن المحاضر:
نبذة عن م.مروان عمرو
- مُعيد بكلية الهندسة المدنية – جامعة المنصورة.
- مُحاضر لمادة تصميم المنشآت الخرسانية المسلحة.
- مهندس تصميم إنشائي بمكتب LECON
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معلومات إضافية
| نوع الدورة | محاضرات مسجلة |
|---|---|
| إسم المؤلف/المحاضر | |
| عدد الساعات | 100 ساعة |
| عدد المحاضرات | 54 محاضرة |
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