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11/06/2026

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04/06/2026

28/05/2026
đŸ—ī¸ 𝗕𝗲𝘆đ—ŧđ—ģ𝗱 𝘁đ—ĩ𝗲 đ—Ļđ—ĩ𝗲𝗮đ—ŋ đ—Ē𝗮𝗹𝗹: 𝗧đ—ĩ𝗲 đ—Ŗđ—ŧ𝘄𝗲đ—ŋ đ—ŧđ—ŗ 𝗖đ—ĩđ—ŧđ—ŋ𝗱𝘀 & 𝗖đ—ŧ𝗹𝗹𝗲𝗰𝘁đ—ŧđ—ŋ𝘀 đŸ—ī¸Ever wonder how lateral forces actually reach your shear wa...
06/05/2026

đŸ—ī¸ 𝗕𝗲𝘆đ—ŧđ—ģ𝗱 𝘁đ—ĩ𝗲 đ—Ļđ—ĩ𝗲𝗮đ—ŋ đ—Ē𝗮𝗹𝗹: 𝗧đ—ĩ𝗲 đ—Ŗđ—ŧ𝘄𝗲đ—ŋ đ—ŧđ—ŗ 𝗖đ—ĩđ—ŧđ—ŋ𝗱𝘀 & 𝗖đ—ŧ𝗹𝗹𝗲𝗰𝘁đ—ŧđ—ŋ𝘀 đŸ—ī¸

Ever wonder how lateral forces actually reach your shear walls or braced frames? The vertical elements get all the glory, but the 'Chord' and 'Collector' (Drag Strut) do the heavy lifting behind the scenes.

As structural engineers, understanding this flow is non-negotiable for building safety. Let’s break it down:

🔹 𝟭. 𝗧đ—ĩ𝗲 𝗗đ—ļ𝗮đ—Ŋđ—ĩđ—ŋ𝗮𝗴đ—ē 𝗮𝘀 𝗮 𝗕𝗲𝗮đ—ē
Think of your floor or roof slab as a giant horizontal beam.
â€ĸ The Diaphragm Web (the slab) resists the shear.
â€ĸ The Chords (the edges) act as the beam's flanges to resist bending moments.
â€ĸ The Collectors (the drags) gather the shear and deliver it to the vertical lateral force-resisting system (LFRS).

🔹 𝟮. 𝗖đ—ŧ𝗹𝗹𝗲𝗰𝘁đ—ŧđ—ŋ𝘀: 𝗧đ—ĩ𝗲 "𝗚𝗹𝘂𝗲" đ—ŧđ—ŗ 𝘁đ—ĩ𝗲 đ—Ļ𝘆𝘀𝘁𝗲đ—ē
A collector is required whenever a shear wall or frame is shorter than the diaphragm depth it supports. It 'collects' the force from across the slab and 'drags' it into the stiff vertical element.
📍 Design Tip: Ensure your collector is continuous. Any gap in reinforcement or bolting creates a break in the load path!

🔹 đŸ¯. 𝗖đ—ĩđ—ŧđ—ŋ𝗱𝘀: 𝗠𝗮đ—ģ𝗮𝗴đ—ļđ—ģ𝗴 𝗧𝗲đ—ģ𝘀đ—ļđ—ŧđ—ģ & 𝗖đ—ŧđ—ēđ—Ŋđ—ŋ𝗲𝘀𝘀đ—ļđ—ŧđ—ģ
As the building sways, one side of the diaphragm goes into tension while the other goes into compression.
â€ĸ In reinforced concrete, this means dedicated edge reinforcement.
â€ĸ In steel deck, this often involves the perimeter beams and their connections.

🔹 𝟰. 𝗧đ—ĩ𝗲 𝗖đ—ŋđ—ļ𝘁đ—ļ𝗰𝗮𝗹 𝗖đ—ŧđ—ģđ—ģ𝗲𝗰𝘁đ—ļđ—ŧđ—ģ (𝗧đ—ĩ𝗲 ΊđŸŦ 𝗙𝗮𝗰𝘁đ—ŧđ—ŋ)
In seismic design, collectors are often the most vulnerable link. Codes like ASCE 7 require us to design these elements using Overstrength Factors (Ω₀). Why? Because if a collector fails, the entire shear wall becomes useless, potentially leading to catastrophic failure. We want the wall to yield, not the delivery system.

🔹 𝟱. 𝗠đ—ŧ𝗱𝗲𝗹đ—ļđ—ģ𝗴 đ—ļđ—ģ 𝗘𝗧𝗔𝗕đ—Ļ/đ—Ļ𝗧𝗔𝗔𝗗.đ—Ŗđ—ŋđ—ŧ
When analyzing in software, don't just trust the shell results.
â€ĸ Use section cuts to verify the axial demand on your collectors.
â€ĸ Check for eccentricities where the collector might not align perfectly with the wall's center of mass.

Building resilience starts with a complete load path.

đŸ—ī¸Moment-Resisting Frames vs. Braced Frames. Which one would you choose for your next project?This is one of the most cr...
27/03/2026

đŸ—ī¸Moment-Resisting Frames vs. Braced Frames. Which one would you choose for your next project?

This is one of the most critical decisions a structural engineer makes, and getting it wrong can cost millions. 💰

Here's a quick breakdown:

🔷 Moment-Resisting Frames (MRFs):
â–Ēī¸ Rigidly connected beams & columns
â–Ēī¸ Resists lateral loads through bending moments at joints
â–Ēī¸ Best for moderate-height buildings (up to 20-30 stories)
â–Ēī¸ Offers architectural flexibility & open layouts
â–Ēī¸ More flexible, but less stiff against lateral forces

đŸ”ļ Braced Frames:
â–Ēī¸ Steel braces forming diagonal or "X" patterns
â–Ēī¸ Resists lateral loads through axial tension & compression
â–Ēī¸ Ideal for tall buildings & high seismic zones
â–Ēī¸ Faster construction with simpler connections
â–Ēī¸ Higher stiffness, less drift — but constrains open layouts

🤔 Here's what most engineers overlook:

The "best" system doesn't exist in isolation it depends on:
→ Building height
→ Seismic zone
→ Architectural requirements
→ Budget & construction timeline
→ Drift limitations




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07/03/2026

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āĻĸāĻžāĻ•āĻž āĻŽāĻšāĻžāύāĻ—āϰ āχāĻŽāĻžāϰāϤ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻž ⧍ā§Ļ⧍ā§Ģ-āĻ āύāϤ⧁āύ āĻĒā§āϰāĻŖā§‹āĻĻāύāĻž āĻ…āĻ¨ā§āϤāĻ°ā§āϭ⧁āĻ•ā§āϤ āĻ•āϰāĻž āĻšā§Ÿā§‡āϛ⧇āĨ¤

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āύāĻ•āĻļāĻž āϤ⧈āϰāĻŋāϰ āϏāĻŽā§Ÿ āĻ—āĻžāĻ› āĻ…āĻ•ā§āώāϤ āϰ⧇āϖ⧇ āĻĒāϰāĻŋāĻ•āĻ˛ā§āĻĒāύāĻž āĻ•āϰāϞ⧇, āĻ—āĻžāϛ⧇āϰ āϗ⧁āρ⧜āĻŋāϰ āĻŦā§āϝāĻžāϏ āĻ…āύ⧁āϝāĻžā§Ÿā§€ āĻĒā§āϰāĻŖā§‹āĻĻāύāĻžāϰ āĻĒāϰāĻŋāĻŽāĻžāĻŖ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ āĻ•āϰāĻž āĻšāĻŦ⧇āĨ¤

āĻāχ āĻ…āϤāĻŋāϰāĻŋāĻ•ā§āϤ āĻ•ā§āώ⧇āĻ¤ā§āϰāĻĢāϞ āĻŽā§‹āϟ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖāϝ⧋āĻ—ā§āϝ FAR āĻāϰ āϏāĻ™ā§āϗ⧇ āϝ⧁āĻ•ā§āϤ āĻšāĻŦ⧇, āĻĢāϞ⧇ āĻ­āĻŦāύ⧇āϰ āĻ†ā§ŸāϤāύ āĻŦ⧃āĻĻā§āϧāĻŋ āĻĒāĻžāĻŦ⧇āĨ¤
(screenshot / chart)

ā§Ģī¸âƒŖ Sewage Treatment Plant (STP) āĻŦāĻžāĻ§ā§āϝāĻŦāĻžāϧāĻ•āϤāĻž:

āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžā§Ÿ āĻĒāϰāĻŋāĻŦ⧇āĻļāĻŦāĻžāĻ¨ā§āϧāĻŦ āĻŦāĻ°ā§āĻœā§āϝ āĻŦā§āϝāĻŦāĻ¸ā§āĻĨāĻžāĻĒāύāĻžāϰ āϜāĻ¨ā§āϝ STP āϏāĻ‚āĻ•ā§āϰāĻžāĻ¨ā§āϤ āύāĻŋāĻ°ā§āĻĻ⧇āĻļāύāĻž āĻ…āĻ¨ā§āϤāĻ°ā§āϭ⧁āĻ•ā§āϤāĨ¤

āύāϤ⧁āύ āĻ­āĻŦāύ⧇āϰ āϜāĻ¨ā§āϝ: ā§Ģ āĻ•āĻžāĻ āĻž āĻŦāĻž āϤāĻžāϰ āĻŦ⧇āĻļāĻŋ āĻ†ā§ŸāϤāύ⧇āϰ āϜāĻŽāĻŋāϤ⧇ STP āĻ¸ā§āĻĨāĻžāĻĒāύ āĻŦāĻžāĻ§ā§āϝāϤāĻžāĻŽā§‚āϞāĻ•, āĻāĻŦāĻ‚ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖāĻ•āĻžāϜ āϚāϞāĻžāĻ•āĻžāϞ⧀āύ āĻŦāĻžāĻ¸ā§āϤāĻŦāĻžā§Ÿāύ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇āĨ¤

āĻŦāĻŋāĻĻā§āϝāĻŽāĻžāύ āĻ­āĻŦāύ⧇āϰ āϜāĻ¨ā§āϝ: āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻž āϜāĻžāϰāĻŋāϰ āĻāĻ• āĻŦāĻ›āϰ⧇āϰ āĻŽāĻ§ā§āϝ⧇ āύāĻŋāϜāĻ¸ā§āĻŦ STP āĻ¸ā§āĻĨāĻžāĻĒāύ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇āĨ¤ āĻĒā§āĻ°ā§Ÿā§‹āϜāύ āĻšāϞ⧇ āĻ•āĻ°ā§āϤ⧃āĻĒāĻ•ā§āώ āϏāĻ°ā§āĻŦā§‹āĻšā§āϚ āĻāĻ• āĻŦāĻ›āϰ āϏāĻŽā§Ÿ āĻŦāĻžā§œāĻžāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤

āϤāĻŦ⧇ āϝ⧇āϏāĻŦ āĻ­āĻŦāύ āĻĸāĻžāĻ•āĻž āĻ“ā§ŸāĻžāϏāĻžāϰ āĻĒ⧟āσāĻŦāĻ°ā§āĻœā§āϝ āύ⧇āϟāĻ“ā§ŸāĻžāĻ°ā§āϕ⧇āϰ āϏāĻžāĻĨ⧇ āϏāĻ‚āϝ⧁āĻ•ā§āϤ, āϤāĻžāĻĻ⧇āϰ āϜāĻ¨ā§āϝ āφāϞāĻžāĻĻāĻžāĻ­āĻžāĻŦ⧇ STP āĻ¸ā§āĻĨāĻžāĻĒāύ āĻĒā§āĻ°ā§Ÿā§‹āϜāύ āύ⧇āχāĨ¤

ā§Ŧī¸âƒŖ āĻĒā§āϰāϝ⧁āĻ•ā§āϤāĻŋ āĻ“ āĻ¸ā§āĻŽāĻžāĻ°ā§āϟ āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚:

āύāϤ⧁āύ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžā§Ÿ āĻ­āĻŦāύ āύāĻŋāĻ°ā§āĻŽāĻžāϪ⧇ āφāϧ⧁āύāĻŋāĻ• āĻĒā§āϰāϝ⧁āĻ•ā§āϤāĻŋāϰ āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ‰ā§ŽāϏāĻžāĻšāĻŋāϤ āĻ•āϰāĻž āĻšā§Ÿā§‡āϛ⧇āĨ¤

āĻ¸ā§āĻŽāĻžāĻ°ā§āϟ āĻšā§‹āĻŽ āϏāĻŋāĻ¸ā§āĻŸā§‡āĻŽ āĻ“ Building Management System (BMS) āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻŦāĻžāĻ§ā§āϝāϤāĻžāĻŽā§‚āϞāĻ•āĨ¤

āĻāϰ āĻĢāϞ⧇ āĻļāĻ•ā§āϤāĻŋ āϏāĻžāĻļā§āϰ⧟, āωāĻ¨ā§āύāϤ āύāĻŋāϰāĻžāĻĒāĻ¤ā§āϤāĻž āĻāĻŦāĻ‚ āĻ­āĻŦāύ āĻŦā§āϝāĻŦāĻ¸ā§āĻĨāĻžāĻĒāύāĻžā§Ÿ āĻĻāĻ•ā§āώāϤāĻž āĻŦ⧃āĻĻā§āϧāĻŋ āĻĒāĻžāĻŦ⧇āĨ¤

āĻĸāĻžāĻ•āĻž āĻŽāĻšāĻžāύāĻ—āϰ āχāĻŽāĻžāϰāϤ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻž ⧍ā§Ļ⧍ā§Ģ: āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ āĻĒāϰāĻŋāĻŦāĻ°ā§āϤāύ
ā§§ī¸âƒŖ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžāϰ āĻĒā§āϰāĻ•āĻžāĻļ

āϏāĻŽā§āĻĒā§āϰāϤāĻŋ āĻĒā§āϰāĻ•āĻžāĻļāĻŋāϤ āĻšā§Ÿā§‡āϛ⧇ āĻĸāĻžāĻ•āĻž āĻŽāĻšāĻžāύāĻ—āϰ āχāĻŽāĻžāϰāϤ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻž ⧍ā§Ļ⧍ā§Ģ, āϝāĻž āĻĒā§‚āĻ°ā§āĻŦ⧇āϰ ⧍ā§Ļā§Ļā§Ž āϏāĻžāϞ⧇āϰ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžāϰ āĻĒāϰāĻŋāĻŦāĻ°ā§āϤ⧇ āĻ•āĻžāĻ°ā§āϝāĻ•āϰ āĻšā§Ÿā§‡āϛ⧇āĨ¤

ā§§ā§Ē āĻĄāĻŋāϏ⧇āĻŽā§āĻŦāϰ āϏāϰāĻ•āĻžāϰāĻŋ āϗ⧇āĻœā§‡āĻŸā§‡ āĻĒā§āϰāĻ•āĻžāĻļāĻŋāϤ āĻšā§ŸāĨ¤

ā§§ā§Ģ āĻĄāĻŋāϏ⧇āĻŽā§āĻŦāϰ āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ āĻ—āĻ­āĻ°ā§āύāĻŽā§‡āĻ¨ā§āϟ āĻĒā§āϰ⧇āϏ⧇āϰ āĻ“ā§Ÿā§‡āĻŦāϏāĻžāχāĻŸā§‡ āφāĻĒāϞ⧋āĻĄ āĻ•āϰāĻž āĻšā§ŸāĨ¤

āĻāĻ•āχ āϏāĻŽā§Ÿā§‡ āĻĄāĻŋāĻŸā§‡āχāϞāĻĄ āĻāϰāĻŋ⧟āĻž āĻĒā§āĻ˛ā§āϝāĻžāύ (DAP) ⧍ā§Ļā§¨ā§¨â€“ā§¨ā§Ļā§Šā§Ģ āĻāϰ āϏāĻ‚āĻļā§‹āϧāĻŋāϤ āϏāĻ‚āĻ¸ā§āĻ•āϰāĻŖ āĻšāĻŋāϏ⧇āĻŦ⧇ DAP ⧍ā§Ļ⧍ā§Ģ āϗ⧇āĻœā§‡āϟāĻ“ āĻĒā§āϰāĻ•āĻžāĻļāĻŋāϤ āĻšā§Ÿā§‡āϛ⧇āĨ¤

āύāϤ⧁āύ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžā§Ÿ āĻ­āĻŦāύ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āϏāĻ‚āĻ•ā§āϰāĻžāĻ¨ā§āϤ āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ āĻĒāϰāĻŋāĻŦāĻ°ā§āϤāύ āĻāĻŦāĻ‚ āύāϤ⧁āύ āύāĻŋāĻ°ā§āĻĻ⧇āĻļāύāĻž āĻ…āĻ¨ā§āϤāĻ°ā§āϭ⧁āĻ•ā§āϤ āĻ•āϰāĻž āĻšā§Ÿā§‡āϛ⧇āĨ¤

ā§¨ī¸âƒŖ Setback āĻĒāϰāĻŋāĻŦāĻ°ā§āϤāύ

āύāϤ⧁āύ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžā§Ÿ āϏāĻŽā§āĻŽā§āĻ–āĻ­āĻžāĻ— āĻ›āĻžā§œāĻž āĻ…āĻ¨ā§āϝāĻžāĻ¨ā§āϝ āĻĒāĻžāĻļ⧇ setback āύāĻŋāĻ°ā§āϧāĻžāϰāϪ⧇āϰ āĻĒāĻĻā§āϧāϤāĻŋ āĻĒāϰāĻŋāĻŦāĻ°ā§āϤāύ āĻšā§Ÿā§‡āϛ⧇āĨ¤

āϜāĻŽāĻŋāϰ āĻ†ā§ŸāϤāύ āφāϰ āĻĒā§āϰāϧāĻžāύ āĻŦāĻŋāĻŦ⧇āϚāύāĻžāϰ āĻŦāĻŋāώ⧟ āύ⧟āĨ¤

āĻĒāĻžāĻ°ā§āĻļā§āĻŦ āĻ“ āĻĒ⧇āĻ›āύ⧇āϰ setback āĻāĻ–āύ āĻ­āĻŦāύ⧇āϰ āĻŽā§‹āϟ āωāĻšā§āϚāϤāĻžāϰ āĻ­āĻŋāĻ¤ā§āϤāĻŋāϤ⧇ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ āĻ•āϰāĻž āĻšāĻŦ⧇āĨ¤
(screenshot)

ā§Šī¸âƒŖ āĻ­ā§‚āĻŽāĻŋ āφāĻšā§āĻ›āĻžāĻĻāύ āĻ“ āĻ…āύāĻžāĻšā§āĻ›āĻžāĻĻāĻŋāϤ āĻ¸ā§āĻĨāĻžāύ

āύāϤ⧁āύ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻžā§Ÿ āĻ­ā§‚āĻŽāĻŋ āφāĻšā§āĻ›āĻžāĻĻāύ (Ground Coverage), āĻ–ā§‹āϞāĻž āϜāĻžā§ŸāĻ—āĻž āĻāĻŦāĻ‚ āĻŦ⧃āĻˇā§āϟāĻŋāϰ āĻĒāĻžāύāĻŋ āĻļā§‹āώāϪ⧇āϰ āϜāĻ¨ā§āϝ āϏāĻ‚āϰāĻ•ā§āώāĻŋāϤ āĻāϞāĻžāĻ•āĻž āϏāĻ‚āĻ•ā§āϰāĻžāĻ¨ā§āϤ āύāĻŋāĻ°ā§āĻĻ⧇āĻļāύāĻž āĻĻ⧇āĻ“ā§ŸāĻž āĻšā§Ÿā§‡āϛ⧇āĨ¤

ā§§ā§Ļ āĻ•āĻžāĻ āĻž āĻŦāĻž āϤāĻžāϰ āĻ•āĻŽ āĻ†ā§ŸāϤāύ⧇āϰ āĻĒā§āϞāĻŸā§‡ āĻ­āĻŦāύ āύāĻŋāĻ°ā§āĻŽāĻžāϪ⧇āϰ āϏāĻŽā§Ÿ āĻ¨ā§āϝ⧂āύāϤāĻŽ āĻ­ā§‚āĻŽāĻŋ āφāĻšā§āĻ›āĻžāĻĻāύ (Minimum Ground Coverage) āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰāϤ⧇ āĻšāĻŦ⧇āĨ¤

āĻāϰ āĻĢāϞ⧇ āϝāĻĨ⧇āĻˇā§āϟ āĻ…āύāĻžāĻšā§āĻ›āĻžāĻĻāĻŋāϤ āĻ¸ā§āĻĨāĻžāύ āĻĨāĻžāĻ•āĻŦ⧇ āĻāĻŦāĻ‚ āĻŦ⧃āĻˇā§āϟāĻŋāϰ āĻĒāĻžāύāĻŋ āĻ¸ā§āĻŦāĻžāĻ­āĻžāĻŦāĻŋāĻ•āĻ­āĻžāĻŦ⧇ āĻŽāĻžāϟāĻŋāϤ⧇ āĻĒā§āϰāĻŦ⧇āĻļ āĻ•āϰāϤ⧇ āĻĒāĻžāϰāĻŦ⧇āĨ¤
(screenshot)

ā§Ēī¸âƒŖ āĻĒā§āϰāĻŖā§‹āĻĻāύāĻž (Incentives)

āĻĸāĻžāĻ•āĻž āĻŽāĻšāĻžāύāĻ—āϰ āχāĻŽāĻžāϰāϤ āĻŦāĻŋāϧāĻŋāĻŽāĻžāϞāĻž ⧍ā§Ļ⧍ā§Ģ-āĻ āύāϤ⧁āύ āĻĒā§āϰāĻŖā§‹āĻĻāύāĻž āĻ…āĻ¨ā§āϤāĻ°ā§āϭ⧁āĻ•ā§āϤ āĻ•āϰāĻž āĻšā§Ÿā§‡āϛ⧇āĨ¤

āϜāĻŽāĻŋāϤ⧇ āĻŦāĻŋāĻĻā§āϝāĻŽāĻžāύ āĻ—āĻžāĻ› āϏāĻ‚āϰāĻ•ā§āώāϪ⧇āϰ āϜāĻ¨ā§āϝ āĻ…āϤāĻŋāϰāĻŋāĻ•ā§āϤ āϏ⧁āĻŦāĻŋāϧāĻžāĨ¤

āύāĻ•āĻļāĻž āϤ⧈āϰāĻŋāϰ āϏāĻŽā§Ÿ āĻ—āĻžāĻ› āĻ…āĻ•ā§āώāϤ āϰ⧇āϖ⧇ āĻĒāϰāĻŋāĻ•āĻ˛ā§āĻĒāύāĻž āĻ•āϰāϞ⧇, āĻ—āĻžāϛ⧇āϰ āϗ⧁āρ⧜āĻŋāϰ āĻŦā§āϝāĻžāϏ āĻ…āύ⧁āϝāĻžā§Ÿā§€ āĻĒā§āϰāĻŖā§‹āĻĻāύāĻžāϰ āĻĒāϰāĻŋāĻŽāĻžāĻŖ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ āĻ•āϰāĻž āĻšāĻŦ⧇āĨ¤

āĻāχ āĻ…āϤāĻŋāϰāĻŋāĻ•ā§āϤ āĻ•ā§āώ⧇āĻ¤ā§āϰāĻĢāϞ āĻŽā§‹āϟ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖāϝ⧋āĻ—ā§āϝ FAR āĻāϰ āϏāĻ™ā§āϗ⧇ āϝ⧁āĻ•ā§āϤ āĻšāĻŦ⧇, āĻĢāϞ⧇ āĻ­āĻŦāύ⧇āϰ āĻ†ā§ŸāϤāύ āĻŦ⧃āĻĻā§āϧāĻŋ āĻĒāĻžāĻŦ⧇āĨ¤
(screenshot / chart)

ā§Ģī¸âƒŖ Sewage Treatment Plant (STP) āĻŦāĻžāĻ§ā§āϝāĻŦāĻžāϧāĻ•āϤāĻž

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#āϏāĻ‚āĻ—ā§ƒāĻšā§€āϤ

Consultancy of 4-Storied Factory Building
25/05/2025

Consultancy of 4-Storied Factory Building




7-Storied Commercial Building visit at Bashundhara R/A (L-Block).
18/05/2025

7-Storied Commercial Building visit at Bashundhara R/A (L-Block).



Address

Flat: 1B (1st Floor), House: 1-A/2 (Nokkhotro Bhobon), Block: C, Avenue: 3, Commerce College Road, Mirpur/2
Dhaka
1216

Opening Hours

Monday 09:00 - 22:00
Tuesday 09:00 - 22:00
Wednesday 09:00 - 22:00
Thursday 09:00 - 22:00
Friday 09:00 - 22:00
Saturday 09:00 - 22:00
Sunday 09:00 - 22:00

Telephone

+8801711430791

Website

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