QLearnify

QLearnify qLearnify is an educational platform dedicated to the professional development of engineers and architects.
(205)

🚨 EARTHQUAKE SHAKES BANGLADESH!āĻ•āĻŋāϛ⧁āĻ•ā§āώāĻŖ āφāϗ⧇ āϭ⧁āϟāĻžāύ āĻ…āĻžā§āϚāϞ⧇ āĻ‰ā§ŽāĻĒāĻ¨ā§āύ āĻšāĻ“āϝāĻŧāĻž āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ⧇āϰ āĻ•āĻŽā§āĻĒāύ āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ⧇āĻ“ āĻ…āύ⧁āĻ­ā§‚āϤ āĻšāϞ⧋āĨ¤ āĻĻā§‚āϰāĻ¤ā§āĻŦ āĻļāϤ ...
07/06/2026

🚨 EARTHQUAKE SHAKES BANGLADESH!

āĻ•āĻŋāϛ⧁āĻ•ā§āώāĻŖ āφāϗ⧇ āϭ⧁āϟāĻžāύ āĻ…āĻžā§āϚāϞ⧇ āĻ‰ā§ŽāĻĒāĻ¨ā§āύ āĻšāĻ“āϝāĻŧāĻž āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ⧇āϰ āĻ•āĻŽā§āĻĒāύ āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ⧇āĻ“ āĻ…āύ⧁āĻ­ā§‚āϤ āĻšāϞ⧋āĨ¤ āĻĻā§‚āϰāĻ¤ā§āĻŦ āĻļāϤ āĻļāϤ āĻ•āĻŋāϞ⧋āĻŽāĻŋāϟāĻžāϰ āĻšāϞ⧇āĻ“ āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ⧇āϰ āϏāĻŋāϏāĻŽāĻŋāĻ• āĻ“āϝāĻŧ⧇āĻ­ āĻĒ⧃āĻĨāĻŋāĻŦā§€āϰ āĻ…āĻ­ā§āϝāĻ¨ā§āϤāϰ āĻĻāĻŋāϝāĻŧ⧇ āĻ­ā§āϰāĻŽāĻŖ āĻ•āϰ⧇ āφāĻŽāĻžāĻĻ⧇āϰ āĻ•āĻžāϛ⧇ āĻĒ⧌āρāĻ›āĻžāϤ⧇ āϏāĻ•ā§āώāĻŽ āĻšāϝāĻŧ⧇āϛ⧇āĨ¤

āĻāĻ•āϜāύ āĻĒā§āϰāĻ•ā§ŒāĻļāϞ⧀ āĻšāĻŋāϏ⧇āĻŦ⧇ āĻāχ āϧāϰāύ⧇āϰ āϘāϟāύāĻž āφāĻŽāĻžāϕ⧇ āφāĻŦāĻžāϰāĻ“ āĻŽāύ⧇ āĻ•āϰāĻŋāϝāĻŧ⧇ āĻĻ⧇āϝāĻŧ—āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ āĻŽāĻžāύ⧁āώ āĻĨāĻžāĻŽāĻžāϤ⧇ āĻĒāĻžāϰ⧇ āύāĻž, āĻ•āĻŋāĻ¨ā§āϤ⧁ āϏāĻ āĻŋāĻ• āύāĻ•āĻļāĻž, āĻŽāĻžāύāϏāĻŽā§āĻŽāϤ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āĻāĻŦāĻ‚ āĻŦāĻŋāĻ˛ā§āĻĄāĻŋāĻ‚ āϕ⧋āĻĄ āĻ…āύ⧁āϏāϰāĻŖ āĻ•āϰ⧇ āĻāϰ āĻ•ā§āώāϝāĻŧāĻ•ā§āώāϤāĻŋ āĻ…āύ⧇āĻ•āϟāĻžāχ āĻ•āĻŽāĻžāύ⧋ āϏāĻŽā§āĻ­āĻŦāĨ¤

āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ āϕ⧋āύ⧋ āĻĻ⧁āĻ°ā§āϝ⧋āĻ— āύāϝāĻŧ; āĻĻ⧁āĻ°ā§āĻŦāϞ āĻ“ āĻ…āύāĻŋāϰāĻžāĻĒāĻĻ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖāχ āĻĻ⧁āĻ°ā§āϝ⧋āϗ⧇āϰ āĻ•āĻžāϰāĻŖāĨ¤

đŸ—ī¸ āύāĻŋāϰāĻžāĻĒāĻĻ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āĻšā§‹āĻ•, āϏāĻšā§‡āϤāύāϤāĻž āĻŦāĻžāĻĄāĻŧ⧁āĻ•, āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ āĻšā§‹āĻ• āĻ­ā§‚āĻŽāĻŋāĻ•āĻŽā§āĻĒ āϏāĻšāύāĻļā§€āϞāĨ¤

16/05/2026

Learn how to apply Overstrength Factor (Ω₀) and 25% extra seismic force in ETABS according to BNBC 2020 seismic design provisions. In this video, we discuss transfer beams, collectors, discontinuous walls, irregular structures, diaphragm connections, and critical seismic load combinations in an easy Bangla explanation.

Topics Covered:
✔ What is Ω₀ (Overstrength Factor)
✔ When to use Ω₀ in ETABS
✔ 25% Extra Earthquake Force
✔ Transfer Beam Design
✔ Collector & Drag Strut Design
✔ Irregular Structure Seismic Design
✔ BNBC 2020 Clause 2.5.5.6
✔ Seismic Design Category C & D
✔ ETABS Load Combination Setup
✔ Structural Engineering Bangla Tutorial

Visit: https://qlearnify.com/

01/05/2026
āĻļā§āϰāĻŽā§‡āϰ āϘāĻžāĻŽā§‡āχ āĻ—ā§œā§‡ āĻ“āϠ⧇ āφāĻŽāĻžāĻĻ⧇āϰ āĻ¸ā§āĻŦāĻĒā§āύ⧇āϰ āĻ­āĻŦāĻŋāĻˇā§āĻ¯ā§ŽāĨ¤āϏāĻ•āϞ āĻļā§āϰāĻŽāĻœā§€āĻŦā§€ āĻŽāĻžāύ⧁āώāϕ⧇ āϜāĻžāύāĻžāχ āφāĻ¨ā§āϤāϰāĻŋāĻ• āĻļā§āϰāĻĻā§āϧāĻž āĻ“ āĻļ⧁āϭ⧇āĻšā§āĻ›āĻžāĨ¤ā§§ āĻŽā§‡ āφāĻ¨ā§āϤāĻ°ā§āϜāĻžāϤāĻŋāĻ• āĻļā§āϰāĻŽ...
01/05/2026

āĻļā§āϰāĻŽā§‡āϰ āϘāĻžāĻŽā§‡āχ āĻ—ā§œā§‡ āĻ“āϠ⧇ āφāĻŽāĻžāĻĻ⧇āϰ āĻ¸ā§āĻŦāĻĒā§āύ⧇āϰ āĻ­āĻŦāĻŋāĻˇā§āĻ¯ā§ŽāĨ¤
āϏāĻ•āϞ āĻļā§āϰāĻŽāĻœā§€āĻŦā§€ āĻŽāĻžāύ⧁āώāϕ⧇ āϜāĻžāύāĻžāχ āφāĻ¨ā§āϤāϰāĻŋāĻ• āĻļā§āϰāĻĻā§āϧāĻž āĻ“ āĻļ⧁āϭ⧇āĻšā§āĻ›āĻžāĨ¤
ā§§ āĻŽā§‡ āφāĻ¨ā§āϤāĻ°ā§āϜāĻžāϤāĻŋāĻ• āĻļā§āϰāĻŽāĻŋāĻ• āĻĻāĻŋāĻŦāϏāĨ¤

āϕ⧇āύ footing settlement āĻšā§Ÿ? āφāϏāϞ āĻ•āĻžāϰāĻŖāϗ⧁āϞ⧋ āϕ⧀?āĻ…āύ⧇āĻ• āϏāĻŽā§Ÿ āĻĻ⧇āĻ–āĻž āϝāĻžā§Ÿ building-āĻ crack, tilt āĻŦāĻž uneven floor—āĻāϰ āĻŽā§‚āϞ āĻ•āĻžāϰāĻŖ āĻšāĻšā§āϛ⧇ fo...
30/04/2026

āϕ⧇āύ footing settlement āĻšā§Ÿ? āφāϏāϞ āĻ•āĻžāϰāĻŖāϗ⧁āϞ⧋ āϕ⧀?

āĻ…āύ⧇āĻ• āϏāĻŽā§Ÿ āĻĻ⧇āĻ–āĻž āϝāĻžā§Ÿ building-āĻ crack, tilt āĻŦāĻž uneven floor—āĻāϰ āĻŽā§‚āϞ āĻ•āĻžāϰāĻŖ āĻšāĻšā§āϛ⧇ foundation settlementāĨ¤

āĻĒā§āϰāĻļā§āύ: āϕ⧇āύ footing settlement āĻšā§Ÿ?

āωāĻ¤ā§āϤāϰ:

🔹 1. āĻĻ⧁āĻ°ā§āĻŦāϞ āĻŽāĻžāϟāĻŋ (Weak Soil Condition)
āϝāĻĻāĻŋ soil-er bearing capacity āĻ•āĻŽ āĻšā§Ÿ, āϤāĻžāĻšāϞ⧇ load āύāĻŋāϤ⧇ āύāĻž āĻĒ⧇āϰ⧇ settlement āĻšā§ŸāĨ¤

🔹 2. Proper Compaction āύāĻž āĻšāĻ“ā§ŸāĻž
Backfill āĻŦāĻž subgrade āĻ āĻŋāĻ•āĻŽāϤ⧋ compact āύāĻž āĻ•āϰāϞ⧇ āĻĒāϰ⧇ āĻŦāϏ⧇ āϝāĻžā§ŸāĨ¤

🔹 3. Excess Load (Design Error)
Design āĻ…āύ⧁āϝāĻžā§Ÿā§€ load consider āύāĻž āĻ•āϰāϞ⧇ footing-āĻ āĻ…āϤāĻŋāϰāĻŋāĻ•ā§āϤ āϚāĻžāĻĒ āĻĒā§œā§‡āĨ¤

🔹 4. Ground Water Effect
Water table change āĻšāϞ⧇ soil-er strength āĻ•āĻŽā§‡ āϝ⧇āϤ⧇ āĻĒāĻžāϰ⧇ → settlement āĻšā§ŸāĨ¤

🔹 5. Unequal Load Distribution
āϏāĻŦ footing-āĻ load equal āύāĻž āĻšāϞ⧇ differential settlement āĻšā§Ÿ (āϏāĻŦāĻšā§‡ā§Ÿā§‡ dangerous)āĨ¤

🔹 6. Poor Soil Investigation
Proper soil test āĻ›āĻžā§œāĻž design āĻ•āϰāϞ⧇ actual soil behavior āϜāĻžāύāĻž āϝāĻžā§Ÿ āύāĻžāĨ¤

🔷 Practical Site Insight

✔ Soil test āĻ›āĻžā§œāĻž foundation design āĻ•āϰāĻŦ⧇āύ āύāĻž
✔ Proper compaction ensure āĻ•āϰ⧁āύ
✔ Water drainage system maintain āĻ•āϰ⧁āύ
✔ Uniform load distribution āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰ⧁āύ

âš ī¸ Critical Warning: Differential settlement āĻšāϞ⧇ building-āĻ crack, door jam, even structural failure āĻĒāĻ°ā§āϝāĻ¨ā§āϤ āĻšāϤ⧇ āĻĒāĻžāϰ⧇

✅ āĻ­āĻŦāĻŋāĻˇā§āϝāϤ⧇āϰ āĻ•āĻžāĻœā§‡āϰ āϜāĻ¨ā§āϝ āĻĒā§‹āĻ¸ā§āϟāϟāĻŋ Share āĻ•āϰ⧇ āϰāĻžāϖ⧁āύāĨ¤ āφāϰ āĻĒā§āϰāϤāĻŋāĻĻāĻŋāύ āύāϤ⧁āύ Q&A āĻĒ⧇āϤ⧇ āφāĻŽāĻžāĻĻ⧇āϰ āĻĒ⧇āϜāϟāĻŋ Follow āĻ•āϰ⧁āύāĨ¤

Visit for professional courses: https://qlearnify.com/

Safe Bearing Capacity (SBC) āĻāĻŦāĻ‚ Allowable Bearing Capacity (ABC) āĻāϰ āĻŽāĻ§ā§āϝ⧇ āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ āϕ⧀?🔹 Safe Bearing Capacity (SBC):SBC ...
29/04/2026

Safe Bearing Capacity (SBC) āĻāĻŦāĻ‚ Allowable Bearing Capacity (ABC) āĻāϰ āĻŽāĻ§ā§āϝ⧇ āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ āϕ⧀?

🔹 Safe Bearing Capacity (SBC):
SBC āĻšāϞ⧋ āĻŽāĻžāϟāĻŋāϰ āϏ⧇āχ āϏāĻ°ā§āĻŦā§‹āĻšā§āϚ āϚāĻžāĻĒ, āϝ⧇āĻ–āĻžāύ⧇ soil shear failure āĻšāĻŦ⧇ āύāĻžāĨ¤
āĻ…āĻ°ā§āĻĨāĻžā§Ž, āĻāϟāĻž soil-āĻāϰ ultimate safe limit (failure consider āĻ•āϰ⧇, settlement āύāĻž)āĨ¤

🔹 Allowable Bearing Capacity (ABC):
ABC āĻšāϞ⧋ design-āĻāϰ āϜāĻ¨ā§āϝ āĻŦā§āϝāĻŦāĻšā§ƒāϤ safe value, āϝ⧇āĻ–āĻžāύ⧇
✔ Settlement consider āĻ•āϰāĻž āĻšāϝāĻŧ
✔ Factor of Safety apply āĻ•āϰāĻž āĻšāϝāĻŧ

👉 āϏāĻšāϜāĻ­āĻžāĻŦ⧇:
ABC = SBC Ãˇ Factor of Safety (āϏāĻžāϧāĻžāϰāĻŖāϤ 2.5 – 3)

āĻŽā§‚āϞ āĻĒāĻžāĻ°ā§āĻĨāĻ•ā§āϝ āϏāĻšāϜāĻ­āĻžāĻŦ⧇:
✔ SBC = Failure limit
✔ ABC = Design safe value
✔ SBC-āϤ⧇ settlement āϧāϰāĻž āĻšāϝāĻŧ āύāĻž
✔ ABC-āϤ⧇ settlement + safety āĻĻ⧁āĻŸā§‹āχ consider āĻ•āϰāĻž āĻšāϝāĻŧ

Practical Site Insight:
✔ Design āĻ•āϰāĻžāϰ āϏāĻŽāϝāĻŧ āϏāĻŦāϏāĻŽā§Ÿ Allowable Bearing Capacity āĻŦā§āϝāĻŦāĻšāĻžāϰ āĻ•āϰāĻŦ⧇āύ
✔ SBC directly use āĻ•āϰāϞ⧇ settlement problem āĻšāϤ⧇ āĻĒāĻžāϰ⧇
✔ BNBC follow āĻ•āϰāĻž mandatory

âš ī¸ Common Mistake:
āĻ…āύ⧇āĻ• engineer SBC directly use āĻ•āĻ°ā§‡â€”āĻāϟāĻž future-āĻ foundation problem create āĻ•āϰāϤ⧇ āĻĒāĻžāϰ⧇

✅ āĻ­āĻŦāĻŋāĻˇā§āϝāϤ⧇āϰ āĻ•āĻžāĻœā§‡āϰ āϜāĻ¨ā§āϝ āĻĒā§‹āĻ¸ā§āϟāϟāĻŋ Share āĻ•āϰ⧇ āϰāĻžāϖ⧁āύāĨ¤ āφāϰ āĻĒā§āϰāϤāĻŋāĻĻāĻŋāύ āύāϤ⧁āύ Q&A āĻĒ⧇āϤ⧇ āφāĻŽāĻžāĻĻ⧇āϰ āĻĒ⧇āϜāϟāĻŋ Follow āĻ•āϰ⧁āύāĨ¤

Visit for professional courses: https://qlearnify.com/

OPC vs PPC Cement — āϕ⧋āύāϟāĻž āφāĻĒāύāĻžāϰ āϜāĻ¨ā§āϝ āϏāĻ āĻŋāĻ•? 🤔āĻĻā§āϰ⧁āϤ strength āĻĻāϰāĻ•āĻžāϰ āĻšāϞ⧇ OPC, āφāϰ long-term durability āĻ“ sustainability āϚāĻžāχāϞ⧇...
27/04/2026

OPC vs PPC Cement — āϕ⧋āύāϟāĻž āφāĻĒāύāĻžāϰ āϜāĻ¨ā§āϝ āϏāĻ āĻŋāĻ•? 🤔
āĻĻā§āϰ⧁āϤ strength āĻĻāϰāĻ•āĻžāϰ āĻšāϞ⧇ OPC, āφāϰ long-term durability āĻ“ sustainability āϚāĻžāχāϞ⧇ PPC!

āϏāĻ āĻŋāĻ• cement āύāĻŋāĻ°ā§āĻŦāĻžāϚāύāχ āφāĻĒāύāĻžāϰ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖāϕ⧇ āĻ•āϰ⧇ āφāϰāĻ“ āĻļāĻ•ā§āϤāĻŋāĻļāĻžāϞ⧀ āĻ“ āĻŸā§‡āĻ•āϏāχ

✅ āĻ­āĻŦāĻŋāĻˇā§āϝāϤ⧇āϰ āĻ•āĻžāĻœā§‡āϰ āϜāĻ¨ā§āϝ āĻĒā§‹āĻ¸ā§āϟāϟāĻŋ Share āĻ•āϰ⧇ āϰāĻžāϖ⧁āύāĨ¤ āφāϰ āĻĒā§āϰāϤāĻŋāĻĻāĻŋāύ āύāϤ⧁āύ Q&A āĻĒ⧇āϤ⧇ āφāĻŽāĻžāĻĻ⧇āϰ āĻĒ⧇āϜāϟāĻŋ Follow āĻ•āϰ⧁āύāĨ¤

Visit for professional courses: https://qlearnify.com/

āĻŦāĻžāĻ¸ā§āϤāĻŦ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āĻ•āĻžāĻœā§‡ āĻāĻ•āϟāĻŋ āϭ⧁āϞ soil assumption āĻĒ⧁āϰ⧋ structure-āϕ⧇ āĻā§āρāĻ•āĻŋāϰ āĻŽāĻ§ā§āϝ⧇ āĻĢ⧇āϞāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤āĻĒā§āϰāĻļā§āύ: Safe Bearing Capacity (SB...
26/04/2026

āĻŦāĻžāĻ¸ā§āϤāĻŦ āύāĻŋāĻ°ā§āĻŽāĻžāĻŖ āĻ•āĻžāĻœā§‡ āĻāĻ•āϟāĻŋ āϭ⧁āϞ soil assumption āĻĒ⧁āϰ⧋ structure-āϕ⧇ āĻā§āρāĻ•āĻŋāϰ āĻŽāĻ§ā§āϝ⧇ āĻĢ⧇āϞāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤

āĻĒā§āϰāĻļā§āύ: Safe Bearing Capacity (SBC) āϕ⧀? āĻāĻŦāĻ‚ āĻāϟāĻŋ āϏāĻžāχāĻŸā§‡ āϕ⧀āĻ­āĻžāĻŦ⧇ āύāĻŋāĻ°ā§āϧāĻžāϰāĻŖ āĻ•āϰāĻž āĻšāϝāĻŧ?

🔹 Safe Bearing Capacity (SBC) āĻšāϞ⧋ āĻŽāĻžāϟāĻŋāϰ āϏ⧇āχ āϏāĻ°ā§āĻŦā§‹āĻšā§āϚ āύāĻŋāϰāĻžāĻĒāĻĻ āĻ­āĻžāϰāĻŦāĻšāύ āĻ•ā§āώāĻŽāϤāĻž (āĻĒā§āϰāϤāĻŋ āĻāĻ•āĻ• āĻāϞāĻžāĻ•āĻžāϝāĻŧ), āϝāĻž āĻŽāĻžāϟāĻŋ āϕ⧋āύ⧋ shear failure āĻŦāĻž āĻ…āϤāĻŋāϰāĻŋāĻ•ā§āϤ settlement āĻ›āĻžāĻĄāĻŧāĻžāχ āĻŦāĻšāύ āĻ•āϰāϤ⧇ āĻĒāĻžāϰ⧇āĨ¤

āĻŽā§‚āϞ āϧāĻžāϰāĻŖāĻž: āĻāϟāĻŋ āύāĻŋāĻļā§āϚāĻŋāϤ āĻ•āϰ⧇ āϝ⧇ foundation āĻĨ⧇āϕ⧇ āφāϏāĻž load āύāĻŋāϰāĻžāĻĒāĻĻāĻ­āĻžāĻŦ⧇ āĻŽāĻžāϟāĻŋāϤ⧇ transfer āĻšāĻšā§āϛ⧇āĨ¤

🔹 SBC āύāĻŋāĻ°ā§āϧāĻžāϰāϪ⧇āϰ āĻĒā§āϰāϧāĻžāύ āĻĒāĻĻā§āϧāϤāĻŋ:
1ī¸âƒŖ Soil Test (āϏāĻŦāĻšā§‡āϝāĻŧ⧇ āύāĻŋāĻ°ā§āĻ­āϰāϝ⧋āĻ—ā§āϝ āĻĒāĻĻā§āϧāϤāĻŋ)

- Borehole drilling āĻ•āϰāĻž āĻšāϝāĻŧ
- Lab test āĻ“ field data analysis āĻ•āϰāĻž āĻšāϝāĻŧ
- Final design-āĻāϰ āϜāĻ¨ā§āϝ āĻāϟāĻŋ āĻŦāĻžāĻ§ā§āϝāϤāĻžāĻŽā§‚āϞāĻ•

2ī¸âƒŖ Plate Load Test (āϏāĻžāχāĻŸā§‡ āϏāϰāĻžāϏāϰāĻŋ āĻĒāϰ⧀āĻ•ā§āώāĻž)

- āϏāϰāĻžāϏāϰāĻŋ field test
- āĻŽāĻžāϟāĻŋāϰ āĻĒā§āϰāĻ•ā§ƒāϤ āφāϚāϰāĻŖ āĻĒāϰāĻŋāĻŽāĻžāĻĒ āĻ•āϰāĻž āĻšāϝāĻŧ

3ī¸âƒŖ Empirical Value (āĻĒā§āϰāĻžāĻĨāĻŽāĻŋāĻ• āϧāĻžāϰāĻŖāĻžāϰ āϜāĻ¨ā§āϝ)

- Soil type (clay, sand, silt) āĻ…āύ⧁āϝāĻžāϝāĻŧā§€
- āĻļ⧁āϧ⧁āĻŽāĻžāĻ¤ā§āϰ āφāύ⧁āĻŽāĻžāύāĻŋāĻ• āĻšāĻŋāϏāĻžāĻŦ⧇āϰ āϜāĻ¨ā§āϝ, final design-āĻāϰ āϜāĻ¨ā§āϝ āύāϝāĻŧ

🔹 āĻŦāĻžāĻ‚āϞāĻžāĻĻ⧇āĻļ⧇ āϏāĻžāϧāĻžāϰāĻŖ SBC āĻŽāĻžāύ (āφāύ⧁āĻŽāĻžāύāĻŋāĻ•):

- Soft Clay: 50–100 kN/m²
- Medium Soil: 100–200 kN/m²
- Dense Sand: 200–400 kN/m²

âš ī¸ āϗ⧁āϰ⧁āĻ¤ā§āĻŦāĻĒā§‚āĻ°ā§āĻŖ āϏāϤāĻ°ā§āĻ•āϤāĻž: Proper soil investigation āĻ›āĻžāĻĄāĻŧāĻž foundation design āĻ•āϰāĻž āĻāĻ•āϟāĻŋ āĻŦāĻĄāĻŧ āĻā§āρāĻ•āĻŋāĻĒā§‚āĻ°ā§āĻŖ āϏāĻŋāĻĻā§āϧāĻžāĻ¨ā§āϤāĨ¤

āĻ­āĻŦāĻŋāĻˇā§āϝāϤ⧇āϰ āĻ•āĻžāĻœā§‡āϰ āϜāĻ¨ā§āϝ āĻĒā§‹āĻ¸ā§āϟāϟāĻŋ Save āĻ•āϰ⧇ āϰāĻžāϖ⧁āύ āĻ“ āĻĒā§āϰāϤāĻŋāĻĻāĻŋāύ āύāϤ⧁āύ Q&A āĻĒ⧇āϤ⧇ Follow āĻ•āϰ⧁āύ

Visit for professional courses: https://qlearnify.com/

22/04/2026

āφāĻŽāĻžāĻĻ⧇āϰ CSI ETABS & SAFE Professional Live Course āφāĻĒāύāĻžāϕ⧇ āĻĻ⧁āχāϟāĻŋ Phase-āĻāϰ āĻŽāĻžāĻ§ā§āϝāĻŽā§‡ āĻļ⧇āĻ–āĻžāϰ āϏ⧁āϝ⧋āĻ— āĻ•āϰ⧇ āĻĻāĻŋā§Ÿā§‡ āĻāĻ•āϜāύ āφāĻ¤ā§āĻŽāĻŦāĻŋāĻļā§āĻŦāĻžāϏ⧀ āĻ“ āχāĻ¨ā§āĻĄāĻžāĻ¸ā§āĻŸā§āϰāĻŋ-āϰ⧇āĻĄāĻŋ Structural De...

Address

Dhaka

Alerts

Be the first to know and let us send you an email when QLearnify posts news and promotions. Your email address will not be used for any other purpose, and you can unsubscribe at any time.

Contact The University

Send a message to QLearnify:

Shortcuts

Share