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হোমকোর্সবইসাপোর্ট

Intensive Course on BNBC 2020

Civil Engineers who want to start their professional careers in Bangladesh after completing B.Sc. in Civil Engineering should thoroughly study the Bangladesh National Building Code (BNBC). Even if you don’t understand some parts of BNBC, try to complete reading all the related Geotechnical and Structural associate portions. You have to know the contents – which part, where are they located. If you don’t understand something, please note it down. Now, the question is which version of BNBC should be studied. We suggest checking BNBC 2020. This course is our endeavor to assist you in your professional development.

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কোর্স ইন্সট্রাক্টর

Professor Dr. Jahangir Alam

Founder of Qlearn

Professor of Civil Engineering, BUET, Dhaka

course
৳ 12000
15000

এই কোর্সের অন্তর্ভুক্ত:

  • ▶️ ভিডিওর সংখ্যা ➡ ১০৩ টি
  • 🕓 ভিডিওর দৈর্ঘ্য ➡ ৪৮ ঘন্টা
  • 🏅 কোর্স শেষে থাকছে সার্টিফিকেট
  • 🔓 কোর্সের মেয়াদ➡ ২ বছর
কোর্সটি শেয়ার করুন
কোর্স সম্পর্কে বিস্তারিত

🟩 কোর্সের ধরন ➡ লাইভ কোর্সের রেকর্ডেড (ভিডিও)
▶️ ভিডিওর সংখ্যা ➡ ১০৩টি
🕓 ভিডিওর দৈর্ঘ্য ➡ ৪৮ঘন্টা
🔓 কোর্সের মেয়াদ ➡ কোর্সটি কেনার পর থেকে ২ বছর পর্যন্ত দেখতে পারবেন (যতবার ইচ্ছা)


🎯কোর্সটি কাদের জন্য

BSc, MSc, or Ph.D. in Civil Engineering

Level 4 or 4th-year student of bachelor’s in civil engineering


✅কোর্সটি থেকে যা যা শিখবেন

  • Serviceability limits, drift, and deflection limits
  • Earthquake resistant design concept of RCC structures
  • Earthquake load calculation as per BNBC 2020
  • Wind load calculation as per BNBC 2020
  • Seismic detailing of RCC structures as per BNBC 2020
  • Soils and foundations as per BNBC 2020


☎️ যেকোনো প্রয়োজনে

09638-441144 (Only Call)

01885-973770 (Call & WhatsApp) 

[email protected] 

 

কোর্স আউটলাইন
BNBC intensive outline
Bangladesh National Building Code (BNBC)-2017/2020 (pdf)
All documents of BNBC 2020
Definitions and general requirements, Part-1 - Base shear / Basic wind speed/ Bearing wall system / Braced frame / Collector and diaphragm
Definitions and general requirements, Part-2 - Slender buildings and structures / Soft storey / Space frame
Definitions and general requirements, Part-3 - Building and structure occupancy categories / Wild speed definitions
Definitions and general requirements, Part-4 - Basic structure systems
Definitions and general requirements, Part-5 - Design for lateral loads
Drift and deflection limits, Part-1 - Roof members
Drift and deflection limits, Part-2 - Floor member / Fram buildings
Drift and deflection limits, Part-3 - Serviceability for lateral loads Part 1
Drift and deflection limits, Part-4 - Serviceability for lateral loads part 2
Drift and deflection limits, Part-5 - Drift due earthquake loading / Stiffness of frame members in analysis
Drift and deflection limits, Part-6 - Allowable storey drift limit for earthquake load / Separation between adjacent structures / SRSS of computed maximum lateral displacement
Basics of Earthquake Engineering, Part-1
Basics of Earthquake Engineering, Part-2
Basics of Earthquake Engineering, Part-3
Basics of Earthquake Engineering, Part-4
Basics of Earthquake Engineering, Part-5
Earthquake load, Part-1 - Definitions and general requirements - Reduce life risk
Earthquake load, Part-2 - Four seismic zones / Response modification factor r/ Amplification factor Cd
Earthquake load, Part-3 - Characteristics of earthquake resistant buildings / Seismic configuration
Earthquake load, Part-4 - Assessment of site conditions / Subsoil investigation
Earthquake load, Part-5 - Site classification base on soil properties
Earthquake load, Part-6 - Earthquake ground motion
Earthquake load, Part-7 - Vertical distribution of lateral forces / Site specific design spectrum / Seismic design category
Earthquake load, Part-8 - Building irregularity / Torsional irregularity / Re- entrant corners ( if A/L>0.15) / Out of plane offsets of shear wall / Diaphragm discon tinuity / soft storey / Weak storey / System overstrength factor
Earthquake load, Part-9 - Mass irregularity / vertical geometric irregularity / vertical in plane discontinuity
Earthquake load, Part-10 - Response reduction factor, r / System overstren gth factor / Deflection amplification factor / Height limit - part 1
Earthquake load, Part-11 - Response reduction factor, r / System overstren gth factor / Deflection amplification factor / Height limit - part 2
Earthquake load, Part-12 - Recommended
Earthquake load example, Part-1 - Site Classification / Earthquake Resistant design - Basic concepts
Earthquake load example, Part-2 - Earthquake Ground Motion part 1
Earthquake load example, Part-3 -Earthquake Ground Motion part 2
Earthquake load example, Part-4 - Earthquake Ground Motion part 3
Earthquake load example, Part-5 - Vertical distribution of lateral forces part 1
Earthquake load example, Part-6 - Vertical distribution of lateral forces part 2
Earthquake load input tutorial, Part-1
Earthquake load input tutorial, Part-2
Earthquake load input tutorial, Part-3
Earthquake load input tutorial, Part-4
Wind load, Part-1 - Simplified procedure / Analytical procedure / Wind tunnel procedure/ Characteristics of wind / Wind speed variation with height
Wind load, Part-2 - Along and across wind loading / Basic Wind speed and wind directionality factor / Importance factor / Exposure category and velocity pressure expossure exposure coeffficient / Topographic factor / Gust effect factor / Enclosure classification / internal pressure coefficient / External pressure coefficient
Wind load, Part-3 - Velocity pressure / low rise building / Flow chart for wind load calculation (MWFRS)
Wind load, Part-4 - Topographic Effect
Wind load, Part-5 - Gust effect factor / Enclosure classifications
Wind load, Part-6 - External pressure coefficient Cp for wall / Enclosed, partially enclosed buildings: walls & roofs
Wind load, Part-7 - Roof pressure coefficients Cp' for use with Qh - part 1
Wind load, Part-8 - Roof pressure coefficients Cp' for use with Qh - part 2
Wind load, Part-9 - Desigh wind loads on enclosed and partially enclosed buildings
Wind load, Part-10 - Enclosed, partially enclosed buildings ( low- rise walls & roofs GCpf ) / Design wind pressure for MWFRS for rigid buildings of all height / Design wind pressure at parapet / Components and claddings for buildings with h<18.3 m
Wind load example-1, Part-1
Wind load example-1, Part-2
Wind load example-1, Part-3
Wind load example-1, Part-4
Wind load example-2, Part-1
Wind load example-2, Part-2
Wind load example-2, Part-3
Wind load example-2, Part-4
Wind load example-2, Part-5
Wind load example-2, Part-6
Wind load example-3, Part-1
Wind load example-3, Part-2
Wind load example-3, Part-3
Wind load input tutorial, Part-1
Wind load input tutorial, Part-2
Wind load input tutorial, Part-3
Wind load input tutorial, Part-4
General requirement of seismic detailing, Part-1 - Standard hooks / Contents of this presentation / Seismic hook
General requirement of seismic detailing, Part-2 -Spacing of reinforcement / Bundled bars
General requirement of seismic detailing, Part-3 - Exposure condition and minimum cover
General requirement of seismic detailing, Part-4 - Exposure condition and reinforcement cover
General requirement of seismic detailing, Part-5 - Concrete in corrosive environments
General requirement of seismic detailing, Part-6 - Lateral reinforcement for cover / Detailing of reinforcement in concrete structures
General requirement of seismic detailing, Part-7 -Development of deformed bars and deformed wires in tension / Shrinkage and temperature reinforcement / Brick aggregate concrete / Tension lap splice (ACI 12.15) / Lap splices in bundled bar / Splices of deformed bars and deformed wires in tension / Minimum splice in compression
How to determine seismic detailing category
Seismic detailing principles
Special detailing of Beam longitudinal rebar
Special detailing of Beam stirrup
Strong Column – Weak Beam concept, Part-1
Strong Column – Weak Beam concept, Part-2
Special detailing of transverse rebar of Column, Part-1
Special detailing of transverse rebar of Column, Part-2
Special joint detailing
Intermediate detailing of Beam
Intermediate detailing of Column
General requirement of Flat plate, Part-1
General requirement of Flat plate, Part-2
Intermediate detailing of Flat plate
Ordinary detailing of Beam and Column
Special detailing of Foundation
Soils and foundations, Part-1 -Gross and net pressure
Soils and foundations, Part-2 -Ultimate, safe and allowable bearing capacity / Negative skin friction or down drag force
Soils and foundations, Part-3 -3.4.1 sub - surface survey / Sub Soil Investigations / Methods of exploration
Soils and foundations, Part-4 - 3.4.4 Number and Location of Investigation points
Soils and foundations, Part-5 - 3. 4.5 Depth of exploration
Soils and foundations, Part-6 - 3.4.7 Geotechnical investigation report 1
Soils and foundations, Part-7 - 3.4.7 Geotechnical investigation report 2
Soils and foundations, Part-8 - 3.5.5 Expansive soils/ 3.5.4 organic soil
Soils and foundations, Part-9 - Collapsible soils
Soils and foundations, Part-10 - 3.8.2 Depth of footing / Ultimate, safe and allowable bearing capacity of the soil / 3.8.2 Dimension of footing / 3.8.3 Thickness of footing
Soils and foundations, Part-11 - 3.8.10 Design considerations for raft foundation / 3.8.8 Mass movement of ground in unstable areas
Soils and foundations, Part-12 - Calculation settlement
Soils and foundations, Part-13 - 3.9.5 Liquefaction potential
Soils and foundations, Part-14 - 3.12 Excavation / 3.14 Slope stability of adjoining buildings

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