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Self-paced Advanced

Bridge Engineering

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2 enrolled

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FREE

649 min

Anytime

English

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Infrastructure & Construction

Rail & Transport

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Why enroll

This course is ideal for civil engineering students and young professionals who want to build expertise in bridge structures and construction practices. Learners gain practical insights into real-world bridge projects, strengthen their structural design understanding, and improve career prospects in transportation and infrastructure engineering.

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Engineering Academy

Engineer

Learn Without Limits: Free Engineering Courses

5+ yrs experience·India

Is this course for you?

You should take this if

You work in Infrastructure & Construction or Rail & Transport
You're a Civil & Structural professional
You have 3+ years of hands-on experience in this field
You prefer self-paced learning you can revisit

You should skip if

You're new to this field with no prior experience
You need a different specialisation outside Civil & Structural
You need live interaction with an instructor

Course details

The Bridge Engineering course provides a comprehensive understanding of bridge planning, design, construction, and maintenance. The course covers different types of bridges, structural behavior, load considerations, and modern construction techniques essential for safe and durable bridge infrastructure.

Source: NPTEL Youtube channel

Course suitable for

Key topics covered

Introduction to bridge engineering and classifications
Bridge components and structural systems
Loads and forces on bridges
Design principles of RCC and PSC bridges
Steel and composite bridges
Bearings, expansion joints, and foundations
Bridge construction methods
Inspection, maintenance, and rehabilitation

Course content

The course is readily available, allowing learners to start and complete it at their own pace.

20 lectures10 hr 49 min

Introduction
28 min
Classification of Bridges
35 min
General Features of Design
33 min
IRC Loading
34 min
Design Codes
31 min
Working Stress Method
32 min
Limit State Method of Design as per IS456 2000
32 min
Limit State Method of Design as per IRC 112 2011
34 min
Design of Slab Bridges (Part I)
31 min
Design of Slab Bridges (Part II)
35 min
Design of Slab Bridges (Part III)
31 min
Design of Slab Bridges (Part IV)
32 min
Design of Slab Bridges (Part V)
32 min
Design of Slab Bridges (Part VI)
32 min
Abutment
32 min
Design of RCC T Beam Bridge (Part I)
33 min
Design of RCC T Beam Bridge (Part II)
33 min
Design of RCC T Beam Bridge (Part III)
33 min
Design of RCC T Beam Bridge (Part IV)
32 min
Summary and Closure
34 min

Opportunities that await you!

Career opportunities

Why people choose EveryEng

Industry-aligned courses, expert training, hands-on learning, recognized certifications, and job opportunities-all in a flexible and supportive environment.

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Questions and Answers

Q: You're on site after a sudden midspan sag and diagonal cracking near the piers, googling 'railway bridge sudden midspan deflection and pier cracking after heatwave' while trains are stopped; what's the most likely root cause?

A: Option A would give slow geometry change without the sharp shear cracks at the piers, Option C shifts internal forces but doesn't spike pier reactions overnight, Option D stays local at the deck ends, while Option B explains restrained thermal expansion driving compressive forces into piers and cracking them while forcing midspan deflection.

Q: During load testing you see increasing deck acceleration as train speed rises and you're searching 'bridge dynamic amplification increases with speed what to adjust during test'; what happens next and what's the right response?

A: Option A worsens vibration amplitudes and chews up fatigue life, Option B changes boundary conditions and invalidates correlation, Option C avoids the symptom without learning the cause, while Option D controls excitation and lets you compare measured dynamics to code load models.

Q: A spec cites EN 1992-2:2005 but it's been superseded, and you're googling 'which Eurocode version applies when specification references old standard bridge project'; what governs?

A: Option A breaks contractual compliance and can trigger rework claims, Option B mixes limit states and partial factors inconsistently, Option D overreaches if the annex isn't cited, while Option C aligns with contract law and controlled change under MOC.

Q: A derailment containment kerb is specified and installed, but you're checking 'what does derailment containment not protect against on railway bridges'; what consequence remains credible?

A: Option A is directly mitigated by the kerb geometry, Option C comes from hydraulic action not rolling stock, Option D affects maintenance not life safety, while Option B remains because containment doesn't stop a derailed train slamming into substructure.