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