نبذة عن دبلومة تصميم المنشآت المعدنية

دبلومة تصميم المنشآت المعدنية تدرس 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 وأخيراً المستوى الرابع يدرس تصميم الوصلات ذلك 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.

الموضوعات المشروحة 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.

  • محتوى المستوى الرابع:

Steel Connections Design 

 Part one

Bolted Connection Starter

1. Connection Design Introduction.
2. Bolted Connection – Mechanical Fasteners.
3. Bolted Connection – Joint (Connection) Type.
4. Bolted Connection – Holes and Spacing.
5. Bolted Connection – Bolts Limit States – Bolt Shear Strength – Effect of Fillers.
6. Bolted Connection – Bolts Limit States – Bolt Tension Strength.
7. Bolted Connection – Bolts Limit States – Bolt Tension and Shear Strength.
8. Bolted Connection – Bolts Limit States – Bearing and Tear out Strength.
9. Bolted Connection – Bolts Limit States – Examples
10. Slip Critical Connection – Bolts Limit States – Bolts Shear.
11. Slip Critical Connection – Bolts Limit States – Bolt Tension and Shear.
12. Slip Critical Connection VS Bearing Connection.
13. Connecting Elements Subjected to Tension – Tensile Yielding limit State and Rupture Limit State.
14. Connecting Elements Subjected to Tension – Block Shear Limit State.
15. Connecting Elements – Shear Yield Strength and Shear Rupture Strength Limit State.
16. Connecting Elements – The Whitmore Section.
17. Connecting Elements –Elements Strength in Compression.
18. Connecting Elements – Elements Strength in Flexural – Bracket Plates.
19. Connecting Elements – Full Design Examples covering all above
20. Bolted Connection – ECCENTRIC BOLTED CONNECTIONS – SHEAR ONLY – Elastic Analysis.
21. Bolted Connection – ECCENTRIC BOLTED CONNECTIONS – SHEAR ONLY – Instantaneous Center of Rotation.
22. ECCENTRIC BOLTED CONNECTIONS – SHEAR +TENSION CASE I and II.
23. Prying Action.
24. HSS Truss Chord Tension Splice Examples – Three Examples.
25. Ecc Bolted Connection Design review – 11 Examples.

Welded Connections Starter

1. Welding Related Codes and Specifications.
2. Welding Processes.
3. Thermal Cutting Processes.
4. Weld Types – Puddle Weld – Plug Weld – Slot Weld.
5. Weld Type – Groove Weld.
6. Weld Type – Fillet Weld.
7. Prequalified Welded Joints.
8. Fillet Weld Example.
9. Concentrically Loaded Weld Group.
10. Eccentrically Loaded Weld – Ecc in Plan of Faying Surface – Elastic Analysis.
11. Eccentrically Loaded Weld – Ecc in Plan of Faying Surface – Instantaneous Center of Rotation Method.
12. Eccentrically Loaded Weld – Ecc Normal to the Plane of the Faying Surface.
13. Details of Welded Connections – Principle of Welded Connection Design.
14. Distortion – Distortion Control Principles.
15. Weld Cracking and Inspection.
16. Ecc Welded Connection Example review – 9 Examples

 Part Two

1. Types of Beam Connections
2. Shear Splice Connection Design.
3. Wide Flange (I Section) Web Splice Bolted Example.
4. Wide Flange (I Section) Web Splice Welded Connection.
5. Approved Shear Connections.
6. Rotation for Shear Connection – Under gravity loads and Lateral Loads.
7. Shear Connection – Rotational Ductility.
8. Shear Connection – Torsional Stability.
9. Coped Beam Shear Strength.
10. Double Coped Beams and Examples.
11. Single Coped Beams and Examples.
12. Web Reinforcement of Coped Beams and Examples.
13. Double Angle Shear Connection Behavior and Limit States.
14. All Bolted Double Angle Connection – Design Example 1 – Shear Only.
15. All Bolted Double Angle Connection – Design Example 2 – Shear Only.
16. All Bolted Double Angle Connection – Design Example 3 – Shear Only.
17. All Bolted Double Angle Connection – Design Example 4 – Shear Only.
18. Double Angle Shear Connection Behavior and Limit States subjected to Shear and Tension.
19. All Bolted Double Angle Connection – Design Example 1 – Shear + Tension.
20. All Bolted Double Angle Connection – Design for Structural Integrity and Example.
21. Double Angle Shear Connection – Welded-Bolted Connection – Example 1 – Shear Only.
22. Double Angle Shear Connection – Welded-Bolted Connection – Example 2 – Shear Only.
23. Double Angle Shear Connection – Welded-Bolted Connection – Example 1 – Shear and Axial Tension.
24. Double Angle Shear Connection – Bolted -Welded Connection – Example 1 – Shear Only.
25. Double Angle Shear Connection – Welded-Welded Connection Example 1 Shear only.
26. Shear End-Plate Connection.
27. Shear End-Plate Connection Example 1 Shear only.
28. Shear End-Plate Connection Example 1 Shear + Axial.
29. Shear End-Plate Connection – Design for Structural Integrity – Example 1.
30. Unstiffened Seated Connections.
31. Unstiffened Seated Connections Bolted – Bolted- Example 1.
32. Unstiffened Seated Connections – Bolted – Bolted Example 2.
33. Unstiffened Seated Connections – Design for Structural Integrity Example 1.
34. Unstiffened Seated Connections – Welded- Bolted Example 2.
35. Stiffened Seated Connections.
36. Stiffened Seated Connections Example 1.
37. Stiffened Seated Connections Example 2.
38. Stiffened Seated Connections Example 3.
39. Triangular Bracket Plate Design and Example.
40. Single Shear Plate Connection Design and behavior under Gravity Load.
41. Single Shear Plate Connection Design and behavior under Seismic Load.
42. Single Shear Plate Connection Design – Example 1 Shear only.
43. Single Shear Plate Connection Design – Example 2 Shear + Axial.
44. Single Shear Plate Connection Design – Example 3 Shear only.
45. Single Shear Plate Connection Design Extended Shear Plate- Example 1 Shear only.
46. Single Shear Plate Connection Design Extended Shear Plate- Example 2 Shear + Axial.
47. Torsional Stability of Single Plate Shear Connection – Behavior + Examples.
48. Analysis and Design of Stabilizer Plates in Single Plate Shear Connections Behavior + Examples.
49. Special Consideration for Simple Shear Connections.
50. Skewed Connections + Example.

 

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