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Structural Design of G+3 RCC Building as per IS Standards Using ETABS banner

Structural Design of G+3 RCC Building as per IS Standards Using ETABS

Structural Design of G+3 RCC Building as per IS Standards Using ETABS banner
Self-paced Advanced

Structural Design of G+3 RCC Building as per IS Standards Using ETABS

4(2)
5 enrolled
1410 views
FREE
9 min
Anytime
English
1410 views
Gaurav Gupta
Gaurav Gupta
Infrastructure & ConstructionCivil & Structural
  • Lifetime access
  • Certificate of completion
  • Anytime Learning
  • Learn from Industry Expert
Volume pricing for groups of 5+

Why enroll

People enroll in this course to gain practical knowledge in structural design using ETABS, a leading software in the industry. It equips students and professionals with the skills to model, analyze, and design RCC buildings in compliance with IS codes, which are essential for real-world engineering projects. By mastering these tools and standards, learners enhance their job readiness, improve their technical proficiency, and open up better career opportunities in structural engineering and construction.

What enrolled engineers say

2 verified reviews
  • May 3, 2026

    That junior-to-senior gap shows up fast, and module 4 dragged a bit on ETABS UI clicks; also, the labs assume you’ve already got load templates set up. After that, it clicked. The section where the instructor walks through IS 456 load combinations and then flips to ETABS to show why the response spectrum case changes column sizes stuck with me. Seeing the stair core modeled as a semi-rigid diaphragm, not just lines, tied theory to what I see in prod drawings. I’ve been cross-checking the calc sheets against our arch assumptions and catching issues earlier in PRs. It’s nudged my mental model past “follow the code” into “predict the behavior,” in a way docs never did.

    Syed Azaharul H. Verified
  • May 3, 2026

    Load combinations walkthrough in Chapter 4 using IS 456 in ETABS was useful; difficulty tagging's confusing—it's not beginner, mostly advanced.

    Sushil V. Verified

Your instructor

Gaurav Gupta

Gaurav Gupta

1Courses
6Articles
5Learners
4Avg rating

Is this course for you?

You should take this if

  • You work in Infrastructure & Construction
  • You're a Civil & Structural / CAD & Analysis 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 structural design of a G+3 reinforced cement concrete (RCC) building involves the comprehensive analysis and detailing of all structural components—such as beams, columns, slabs, and foundations—to ensure safety, stability, and serviceability under various loading conditions. Using ETABS, a widely used structural analysis and design software, the entire modeling and analysis process is streamlined and efficient. The building is designed in strict compliance with Indian Standard (IS) codes, including IS 456:2000 for general RCC design, IS 875 for loading considerations, and IS 1893 for seismic analysis, among others. ETABS allows for accurate simulation of real-world forces such as dead load, live load, wind, and seismic forces, ensuring the structure meets all performance and safety requirements. The use of IS codes ensures the design aligns with national guidelines, promoting structural integrity, durability, and compliance with regulatory standards.

Course suitable for

Course content

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

2 lectures9 min
  1. Introduction
    5 min
  2. Overview of Course Section
    4 min

Opportunities that await you!

Skills & tools you'll gain

ETABS

Career opportunities

✎ Where this fits — what comes before, what comes next
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Questions and Answers

A: Governing principle: Ultimate limit state axial load uses factored combinations per IS 456. Applied here: (350+200) kN per floor × 4 floors × 1.5 gives 3,300 kN at column base. Distractor D traps engineers who drop the roof level without checking whether roof live load is specified as zero in the loading schedule.

A: Governing principle: Design inputs must be consistent across controlling documents. Applied here: Slab thickness drives dead load, stiffness, and seismic mass, so reconciliation is mandatory before acceptance. Distractor B catches engineers who treat software output as authoritative without configuration control.

A: Governing principle: Seismic analysis is sensitive to mass and stiffness distribution per IS 1893. Applied here: A shifted mass centroid induces torsion even in symmetric frames, inflating column moments. Distractor C appeals to those mixing gravity load logic into dynamic analysis where it doesn’t apply.

A: Governing principle: Dead load equals material density times thickness. Applied here: 0.15 m × 25 kN/m³ gives 3.75 kN/m² before finishes. Distractor C traps those who silently add finishes without checking the loading definition.