دبلومة تصميم المنشآت المعدنية
د.إيليا حنين
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 ,ويستكمل المستوى الثاني بتصميم العناصر طبقاً لإجهادات القص و تصميم العناصر المعرضة للشد وكذلك العناصر المعرضة لتأثير (Beam-Column) وكذلك العناصر المعرضة لعزوم إنحناء ويستكمل المستوى الثالث العديد من الموضوعات الهامة مثل : Anchoring to concrete بنوعيها Cast-in place anchors او post install anchors بالأضافة لشرح برنامج PROFIS Engineering Suite وذلك كما هو موضح بمحتوى الدورة.
نبذة عن دبلومة تصميم المنشآت المعدنية
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 ,ويستكمل المستوى الثاني بتصميم العناصر طبقاً لإجهادات القص و تصميم العناصر المعرضة للشد وكذلك العناصر المعرضة لتأثير (Beam-Column) وكذلك العناصر المعرضة لعزوم إنحناء ويستكمل المستوى الثالث العديد من الموضوعات الهامة مثل : Anchoring to concrete بنوعيها Cast-in place anchors او post install anchors بالأضافة لشرح برنامج PROFIS Engineering Suite وذلك كما هو موضح بمحتوى الدورة.
✅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 الدبلومة:
- الدبلومة يناسب الطلبة وحديثي التخرج المهتمين بتعلم مجال تصميم المنشآت المعدنية.
أساسيات لازمة قبل البدء فى الدبلومة:
- – 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 الدبلومة:
- فهم سلوك وتصميم العناصر المعدنية.
- فهم التحليل الإنشائي للمباني المعدنية.
البرامج المستخدمة فى الدبلومة:
محتوى المستوى الأول:
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.
محتوى المستوى الثاني:
Design of Members for Shear
- General Provisions
- I-Shaped Members and Channels
- Single Angles and Tees
- Rectangular HSS, Box Sections, and other Singly and Doubly Symmetric
- Members
- Round HSS
- Weak-Axis Shear in Doubly Symmetric and Singly Symmetric Shapes
Design of Members for Tension
- Tension Members in Structures
- Slenderness Limitations
- Truss Members
- Bracing Members
- Cross-Sectional Shapes for Tension Members
- Behavior and Strength of Tension (Yielding, Rupture)
- Computation of Areas ( Gross Area, Net Area, Influence of Hole Placement, Effective Net Area Design of Tension Members
- Block Shear – Pin-Connected Members
- Built-Up Tension Members
Beam – Column and Frame Behavior
- Introduction
- Second-Order Effects
- Interaction Principles
- Interaction Equations
- Braced Frames
- Moment Frames
- Specification Provisions for Stability Analysis and Design
- Direct Analysis Method
- Effective Length Method
- First-Order Analysis Method
- Geometric Imperfections
- Comparison of Methods
- Use of Notional Loads to Represent Imperfections
- Adjustment to Stuffiness
- Initial Beam-Column Selection
- Combined Simple and Moment Frames
- Partially Restrained Frames
- Stability Bracing Design
- Column Bracing
- Beam Bracing
- Frame Bracing
- Tension Plus Bending
محتوى المستوى الثالث:
Anchoring to concrete
- Cast in place anchors
- welded studs.
- Head Anchors.
- J-bolts.
- Post Install anchors
- Mechanical anchors (undercut, Wedges).
- Screw anchors.
- Adhesive anchors.
- Reinforcement anchoring in existing concrete.
- PROFIS Engineering Suite Software from HILTI
- Introduction and codes governing the design.
- The behavior of anchors and failure mechanisms.
- Load distribution.
- Design Required Strength.
- Loads on anchors under compression forces.
- Loads on anchors under tension.
- Steel Strength requirements.
- Concrete breakout Strength requirements.
- Pullout Strength requirements.
- Side Face blowout Strength requirements.
- Bond strength requirements -adhesive anchors force Loads on anchors under shear.
- Steel Strength requirements.
- Concrete breakout strength requirements.
- Pry out Strength requirements.
- Shear lug design.
- Combined tension and shear interaction.
- Requirement Edge Distance, spacing, and thickness to prevent splitting failure.
- Earthquake-resistant anchor design requirements.
- Base plate.
- Column base plate design.
- Beam bearing plate design.
- Anchor Rod material.
- Anchor rod holes and washers.
- Anchor rod sizing and layout.
- Base plate under concentric compression with and without confinement.
- Small moment base plate design.
- Large moment base plate design.
- Single-headed anchor under tension and shear.
- Single End Hook Anchor – Tension and Shear.
- Single Post Install expansion – Tension and Shear.
- Single Post Install Adhesive – Tension and Shear.
- Single Screw Anchor – Tension and Shear.
- Cast in place Studs (group) – Tension.
- Post Installed Adhesive Anchors (group) -Tension.
- Cast in place Studs (group) Subjected to Shear Force and Moment.
- Post-installed adhesive group of anchors (group) Subjected to Shear force and Moment.
- Cast in place Studs (group) SubJected to tension force applied eccentrically
to the two axes symmetry. - Post-installed adhesive group of anchors resisting tension force applied eccentrically to the two axes of symmetry.
- Cast in column baseplate anchors resisting tension and shear forces.
- Post Installed adhesive column anchors resisting tension and shear.
مقتطفات من أسلوب الشرح
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
منتجات ذات صلة