Ezil Engineering

30/08/2026

In today’s video, I am thrilled to present our brand-new AUTOMATED ...

29/08/2026

📢 Hey everyone, as promised, today I am finally uploading the video on AUTOMATED CONTINUOUS BEAM DESIGN & DETAILING ENGINE on my youtube channel. This tool is a game-changer for design & auto detail N-number of span continuous beams with its 3 powerful buttons:

1. ▶️ RUN – Instantly analyzes the beam for any number of spans.

2. ✏️ DRAW – Auto-generates the complete structural detailing/drawings.

3. 📊 BOQ– Generates the Bill of Quantities in one click.

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We are currently at 8.95K subscribers and I need just 50 MORE to hit the 9K MILESTONE! 🥳 If you haven't subscribed yet, please hit that red button RIGHT NOW and help us cross this goal together. Your support means everything to me!

🙏 THANK YOU for being part of this journey. Let's keep growing together!

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23/08/2026

23/08/2026

Automatic design and detailing excel template sheet for continues beam

21/05/2026

ANNOUNCEMENT: New Video Coming This Sunday!
Title: How to Check Torsional Flexibility of 3B+G+15 Apartment Building as per Eurocode Standard on CSI ETABS Software.

This Sunday, I’m releasing a complete step‑by‑step tutorial on torsional sensitivity checking for an 20‑story building.
What you will learn from this video (Sunday):

✔️ How to extract Center of Mass (CM) and Center of Rigidity (CR) directly from ETABS?
✔️ How to calculate the ratio of gyration (ls) and the radius of gyration (r)
✔️ The exact Eurocode condition to determine torsional flexibility – is r > ls or not?
✔️ Full workflow for a 3B+G+15 RC frame under seismic loading

I will share the exact Excel template we use in the Sunday video.

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29/04/2026

Welcome to Part 1 of this essential series for structural engineers working on tall buildings. Before you design a single beam or column of a 20‑story apartm...

29/04/2026

1 like. "4 Pre Design Checklists 20 Story Buildings in etabs – Part 2 P delta effect or second order analysis"

13/04/2026

What is the P-Delta Effect (Second-Order Moment)? When a horizontal force (like wind or an earthquake) pushes a building, it sways. The vertical gravity loads (the weight of the structure), now acting at a slight offset from the building's base, create an extra overturning moment. This additional moment is the second-order moment and its effect is called the P-delta (P-Δ) effect. Eurocode 8 (EN 1998-1) uses the interstory drift sensitivity coefficient, θ (theta), to decide whether P-delta effects need to be considered in seismic analysis. It is calculated per story as:

θ = (Ptot × dr) / (Vtot × h)

Where:

Ptot is the total gravity load at and above the story.

dr is the design interstory drift.

Vtot is the total seismic story shear.

h is the interstory height. The required actions based on θ are:

θ ≤ 0.1: P-delta effects can be neglected.

0.1 < θ ≤ 0.2: P-delta effects must be considered. A simplified approach is allowed, where all seismic action effects are multiplied by the amplification factor 1/(1-θ).

θ > 0.2: The structure is too flexible. A full non-linear second-order analysis is mandatory 👉 Follow me so you don't miss it:

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12/04/2026

Important video from my YouTube channel

Welcome to Part 1 of this essential series for structural engineers working on tall buildings. Before you design a single beam or column of a 20‑story apartm...