نبذة عن دورة تصميم المنشآت المعدنية (المستوى الأول)

المستوى الأول من دبلومة تصميم المنشآت المعدنية يدرس تصميم المنشآت المعدنية بإستخدام المعادلات والمبادئ الأساسية بإستخدام الكود الأمريكي AISC 360-16 , ويبدأ معك المستوى من الصفر فى مجال المنشآت المعدنية حيث يبدأ من تعريف وانواع العناصر المختلفة للمنشآت المعدنية والمبادئ العامة لكلاً من ASD و LFRD ثم يدرس الأحمال وتراكيب الاحمال المؤثرة على المنشأ , ثم يدرس تصميم العناصر المعرضة لأحمال ضغط ,وكذلك العناصر المعرضة  لعزوم إنحناء وذلك كما هو موضح بمحتوى الدورة.

دبلومة تصميم المنشآت المعدنية تتكون من 6 مستويات مختلفة , يتخص اول 4 مستويات منهم بدراسة الأساسيات و 2 مستوى يختصان بدراسة موضوعات متقدمة.

✅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.
✅طرق مدفوعات متنوعة.

الفئة المُستهدفة من الدورة:

• الكورس يناسب الطلبة وحديثي التخرج المهتمين بتعلم مجال تصميم المنشآت المعدنية.

أساسيات لازمة قبل البدء فى الدورة:

• – الدبلومه تبدأ من الصفر وتشترط عدم وجود أي خلفية بتصميم الإنشاءات المعدنية.
• الجدية في التعلم والمذاكرة.
• تخصيص عدد 4 مذاكرة أسبوعيا.

ما الذي ستكتسبه بنهاية الدورة:

• فهم سلوك وتصميم العناصر المعدنية.
• فهم التحليل الإنشائي للمباني المعدنية.

البرامج المستخدمة فى الدورة:

• الكورس لا يحتوي على برامج وذلك لأنه يشرح الحل بشكل يدوي.

محتوى الدورة:

Introduction

• Principles of Structural Design
• Parts of the Steel Structure
• Types of Steel Structures
• Design Philosophies
• Fundamentals of Allowable Strength Design
• Fundamentals of Load and Resistance Factor Design (LRFD)
• Structural Safety and Integrity- Limit States
• Building Codes and Design Specifications

Loads, Load Factors, and Load Combinations

• Building Load Sources – Dead Load – Live Load – Snow Load – Wind Load – Seismic Load – Special Loads
• Building Load Determination
• Load Combinations for ASD and LRFD
• Load Calculations.

Steel Building Materials

• Applicability of the AISC Specification
• Steel for Construction
• Structural Steel Shapes
• Built-up Shapes
• Chemical Components of Structural Steel
• Grades of Structural Steel
• Availability of Structural Steel
• Gravity load systems
• Lateral Load systems

Design of Members for Compression

• Compression Members in Structures
• Cross-Sectional Shapes for Compression Members
• Developing Column Curves
• Compression Member Strength and effect of the following on the strength ( Euler Column, Other Boundary Conditions, Combination of Bracing and End Conditions )
• Real Column
• AISC Provisions
• Additional Limit States for Compression ( Length Effects, Effective Length for Inelastic Columns,  Effective Length when Supporting Gravity Only Columns)
• Slender Elements in Compression
• Members without Slender Elements
  • Flexural Buckling, FB
  • Torsional Buckling, TB
  • Flexural Torsional Buckling, FTB
• Members without Slender Elements
  • Flexural Buckling, FB
  • Torsional Buckling, TB
  • Flexural Torsional Buckling, FTB
  • Local Buckling, LB
• Single-Angle Compression Members
• Built-Up Members
• Members with Slender Elements

Design of Members for Flexural

• Bending Members in Structures
• Strength of Beams
• Bracing length
• Limit States
  • Yielding
  • Lateral Torsional
  • Compression Flange Local Buckling
  • Compression Flange Yielding
  • Tension Flange Yielding
  • Flange Local Buckling
  • Web Local Buckling
• Compact Section – Non-Compact Section – Slender Section
• Design of Compact Laterally Supported Wide Flange Beams
• Design of Compact Laterally Unsupported Wide Flange Beams (Lateral Torsional Buckling – Moment Gradient)
• Design of Noncompact Beams (Local Buckling – Flange Local Buckling – Web Local Buckling) Design of Beams for Weak Axis Bending
• Doubly Symmetric Compact I-Shaped Members and Channels Bent about Their Major Axis
• Doubly Symmetric I-Shaped Members with Compact Webs and Noncompact or Slender Flanges Bent about Their Major Axis
• Other I-Shaped Members with Compact or Noncompact Webs Bent about Their Major Axis.
• Doubly Symmetric and Singly Symmetric I-Shaped Members with Slender Webs Bent about Their Major Axis
• I-Shaped Members and Channels Bent about Their Minor Axis
• Square and Rectangular HSS and Box Sections
• Round HSS
• Tees and Double Angles Loaded in the Plane of Symmetry
• Single Angles
• Rectangular Bars and Rounds
• Unsymmetrical Shapes
• Continuous Beams
• Plastic Analysis and Design of Continuous.

 

مقتطفات من الدورة

عن المحاضر:

Eliya Henin, Ph.D., P.E., S.E, PMP

Associate professor (on leave) at Assiut University – Egypt

• Registered as Professional Civil Engineer (PE) in multiple States – USA
• Professional Structural Engineer (SE) in multiple States – USA
• Certified Bridge Inspection Team Leader
• Certified Project Management Professional (PMP).
• Experience in precast/prestressed concrete products (bridge, building, and industrial products), such as girders, floor systems, manholes, electrical vaults, feed mills, flour mills, grain storage facilities, truck and rail receiving and ancillary buildings.
• Design of several steel and concrete structures with seismic considerations.
• Strong background and knowledge in construction planning, coordination, and management.
• Experience in different project delivery systems including design-built and design-bid-built.
• Expertise in identifying, analyzing, and solving problems through communications and visualization.
• Progressive research activities and publications (17 articles in scholar journals and referred conferences).
• Outstanding teaching at both undergraduate and graduate levels