Deepak Rawal

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Founder and CEO at Civil Tutor Nepal Pvt.Ltd
Service we provide
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Contact usโ˜Ž๏ธ +977-9763488018 / +977-9742371872

17/03/2026

๐ŸŽฏ Civil Tutor Nepal โ€“ Recorded Video Course Package

๐Ÿš€ Learn Civil Engineering Software at Your Own Time

๐Ÿ“ฆ All-in-One Recorded Video Package โ€“ Just Rs. 1000/- Only!

๐Ÿ”น Included Courses:
โœ… AutoCAD 2D (Municipal Drawings)
โœ… SketchUp (3D Modeling)
โœ… Lumion (Exterior & Interior Rendering)
โœ… Enscape (Real-Time Visualization)
โœ… ETABS & SAFE (Structural Analysis & Design)

๐Ÿ“ Bonus Materials (FREE):
โœ” Practice Files
โœ” Excel Sheets (Estimation & Design use)
โœ” Report Samples
โœ” Required Software
โœ” Step-by-Step Installation Videos

๐ŸŽ“ Who Should Join?
๐Ÿ‘‰ Civil Engineering Students
๐Ÿ‘‰ Diploma / Sub-Engineer
๐Ÿ‘‰ Job Holders & Freshers
๐Ÿ‘‰ Lok Sewa / Practical Skill Learners

โฐ Why Recorded Videos?
โœ” Learn Anytime, Anywhere
โœ” Mobile & Laptop Friendly
โœ” Pause, Rewind & Practice
โœ” Lifetime Access

๐Ÿ’ฐ Course Fee:
๐Ÿ”ฅ Only Rs. 1000/- (Limited Time Offer)

๐Ÿ“ž Contact Us Now:
๐Ÿ“ฑ 9742371872 | 9763488018
๐Ÿ“ง [email protected]

๐Ÿ“ฉ Inbox / WhatsApp for Instant Access

๐Ÿ”ด Civil Tutor Nepal
Empowering Growth



#๐—ฐ๐—ถ๐˜ƒ๐—ถ๐—น๐˜๐˜‚๐˜๐—ผ๐—ฟ
#๐—ฒ๐˜€๐˜๐—ถ๐—บ๐—ฎ๐˜๐—ถ๐—ผ๐—ป๐—ฎ๐—ป๐—ฑ๐—ฐ๐—ผ๐˜€๐˜๐—ถ๐—ป๐—ด๐˜๐—ฟ๐—ฎ๐—ถ๐—ป๐—ถ๐—ป๐—ด
#๐—น๐—ฒ๐—ฎ๐—ฟ๐—ป๐—ฎ๐˜‚๐˜๐—ผ๐—ฐ๐—ฎ๐—ฑ๐—ผ๐—ป๐—น๐—ถ๐—ป๐—ฒ
#๐—ฒ๐˜๐—ฎ๐—ฏ๐˜€๐—ฎ๐—ป๐—ฑ๐˜€๐—ฎ๐—ณ๐—ฒ๐˜๐—ฟ๐—ฎ๐—ถ๐—ป๐—ถ๐—ป๐—ด
#๐—น๐—ฒ๐—ฎ๐—ฟ๐—ป๐˜€๐—ธ๐—ฒ๐˜๐—ฐ๐—ต๐˜‚๐—ฝ๐—ผ๐—ป๐—น๐—ถ๐—ป๐—ฒ
#๐—ฐ๐—ถ๐˜ƒ๐—ถ๐—น๐˜๐˜‚๐˜๐—ผ๐—ฟ๐—ป๐—ฒ๐—ฝ๐—ฎ๐—น
#๐—ฟ๐—ฒ๐—ฐ๐—ผ๐—ฟ๐—ฑ๐—ฒ๐—ฑ๐˜ƒ๐—ถ๐—ฑ๐—ฒ๐—ผ๐˜€

เคชเคตเคฟเคคเฅเคฐ เคถเฅเคฐเคพเคตเคฃ เคชเฅ‚เคฐเฅเคฃเคฟเคฎเคพเค•เฅ‹ เค…เคตเคธเคฐเคฎเคพ เค–เคฟเคฐ เค–เคพเคจเฅ‡ เคฆเคฟเคจเค•เฅ‹ เคถเฅเคญเค•เคพเคฎเคจเคพ!เคฎเคฟเค เคพเคธเคฒเฅ‡ เคญเคฐเคฟเคเค•เฅ‹ เคฏเฅ‹ เคชเคฐเฅเคตเคฒเฅ‡ เคคเคชเคพเคˆเค‚เค•เฅ‹ เคœเฅ€เคตเคจเคฎเคพ เคชเฅเคฐเฅ‡เคฎ, เคธเฅเคตเคพเคธเฅเคฅเฅเคฏ เคฐ เคธเคฎเฅƒเคฆเฅ...
31/07/2025

เคชเคตเคฟเคคเฅเคฐ เคถเฅเคฐเคพเคตเคฃ เคชเฅ‚เคฐเฅเคฃเคฟเคฎเคพเค•เฅ‹ เค…เคตเคธเคฐเคฎเคพ เค–เคฟเคฐ เค–เคพเคจเฅ‡ เคฆเคฟเคจเค•เฅ‹ เคถเฅเคญเค•เคพเคฎเคจเคพ!
เคฎเคฟเค เคพเคธเคฒเฅ‡ เคญเคฐเคฟเคเค•เฅ‹ เคฏเฅ‹ เคชเคฐเฅเคตเคฒเฅ‡ เคคเคชเคพเคˆเค‚เค•เฅ‹ เคœเฅ€เคตเคจเคฎเคพ เคชเฅเคฐเฅ‡เคฎ, เคธเฅเคตเคพเคธเฅเคฅเฅเคฏ เคฐ เคธเคฎเฅƒเคฆเฅเคงเคฟ เคฒเฅเคฏเคพเค“เคธเฅเฅค"
Civil Tutor Nepal Pvt.Ltd

๐ŸŽฏ ๐— ๐—ฎ๐˜€๐˜๐—ฒ๐—ฟ ๐—”๐˜‚๐˜๐—ผ๐—–๐—”๐—— ๐—ฎ๐˜ ๐—๐˜‚๐˜€๐˜ ๐—ฅ๐˜€. ๐Ÿญ๐Ÿต๐Ÿต๐Ÿต! ๐ŸŽฏ๐Ÿš€ ๐—ฅ๐—ฒ๐—ฎ๐—ฑ๐˜† ๐˜๐—ผ ๐—ธ๐—ถ๐—ฐ๐—ธ๐˜€๐˜๐—ฎ๐—ฟ๐˜ ๐˜†๐—ผ๐˜‚๐—ฟ ๐—ฐ๐—ฎ๐—ฟ๐—ฒ๐—ฒ๐—ฟ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐—ถ๐—ป๐—ด, ๐—”๐—ฟ๐—ฐ๐—ต๐—ถ๐˜๐—ฒ๐—ฐ๐˜๐˜‚๐—ฟ๐—ฒ, ๐—ผ๐—ฟ ๐——๐—ฒ๐˜€๐—ถ๐—ด๐—ป?๐Ÿ’ป ๐—๐—ผ๐—ถ...
21/06/2025

๐ŸŽฏ ๐— ๐—ฎ๐˜€๐˜๐—ฒ๐—ฟ ๐—”๐˜‚๐˜๐—ผ๐—–๐—”๐—— ๐—ฎ๐˜ ๐—๐˜‚๐˜€๐˜ ๐—ฅ๐˜€. ๐Ÿญ๐Ÿต๐Ÿต๐Ÿต! ๐ŸŽฏ

๐Ÿš€ ๐—ฅ๐—ฒ๐—ฎ๐—ฑ๐˜† ๐˜๐—ผ ๐—ธ๐—ถ๐—ฐ๐—ธ๐˜€๐˜๐—ฎ๐—ฟ๐˜ ๐˜†๐—ผ๐˜‚๐—ฟ ๐—ฐ๐—ฎ๐—ฟ๐—ฒ๐—ฒ๐—ฟ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐—ถ๐—ป๐—ด, ๐—”๐—ฟ๐—ฐ๐—ต๐—ถ๐˜๐—ฒ๐—ฐ๐˜๐˜‚๐—ฟ๐—ฒ, ๐—ผ๐—ฟ ๐——๐—ฒ๐˜€๐—ถ๐—ด๐—ป?

๐Ÿ’ป ๐—๐—ผ๐—ถ๐—ป ๐—ผ๐˜‚๐—ฟ ๐—ข๐—ป๐—น๐—ถ๐—ป๐—ฒ ๐—”๐˜‚๐˜๐—ผ๐—–๐—”๐—— ๐—ง๐—ฟ๐—ฎ๐—ถ๐—ป๐—ถ๐—ป๐—ด โ€“ ๐—ฝ๐—ฒ๐—ฟ๐—ณ๐—ฒ๐—ฐ๐˜ ๐—ณ๐—ผ๐—ฟ ๐—ฏ๐—ฒ๐—ด๐—ถ๐—ป๐—ป๐—ฒ๐—ฟ๐˜€ & ๐—ฝ๐—ฟ๐—ผ๐—ณ๐—ฒ๐˜€๐˜€๐—ถ๐—ผ๐—ป๐—ฎ๐—น๐˜€!

โœ… ๐—ช๐—ต๐—ฎ๐˜ ๐—ฌ๐—ผ๐˜‚โ€™๐—น๐—น ๐—Ÿ๐—ฒ๐—ฎ๐—ฟ๐—ป:

๐Ÿฎ๐—— ๐——๐—ฟ๐—ฎ๐—ณ๐˜๐—ถ๐—ป๐—ด & ๐——๐—ฟ๐—ฎ๐˜„๐—ถ๐—ป๐—ด ๐—ง๐—ฒ๐—ฐ๐—ต๐—ป๐—ถ๐—พ๐˜‚๐—ฒ๐˜€

๐— ๐˜‚๐—ป๐—ถ๐—ฐ๐—ถ๐—ฝ๐—ฎ๐—น ๐——๐—ฟ๐—ฎ๐˜„๐—ถ๐—ป๐—ด๐˜€

๐—”๐—ฟ๐—ฐ๐—ต๐—ถ๐˜๐—ฒ๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น + ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐——๐—ฟ๐—ฎ๐˜„๐—ถ๐—ป๐—ด๐˜€

๐—Ÿ๐—ฎ๐˜†๐—ฒ๐—ฟ๐˜€, ๐—•๐—น๐—ผ๐—ฐ๐—ธ๐˜€, & ๐——๐—ถ๐—บ๐—ฒ๐—ป๐˜€๐—ถ๐—ผ๐—ป๐˜€

๐—”๐—ฑ๐˜ƒ๐—ฎ๐—ป๐—ฐ๐—ฒ๐—ฑ ๐—ง๐—ผ๐—ผ๐—น๐˜€ & ๐—ฆ๐—ต๐—ผ๐—ฟ๐˜๐—ฐ๐˜‚๐˜๐˜€

๐—ฅ๐—ฒ๐—ฎ๐—น-๐—น๐—ถ๐—ณ๐—ฒ ๐—ฃ๐—ฟ๐—ผ๐—ท๐—ฒ๐—ฐ๐˜ ๐—ช๐—ผ๐—ฟ๐—ธ

๐—–๐—ฒ๐—ฟ๐˜๐—ถ๐—ณ๐—ถ๐—ฐ๐—ฎ๐˜๐—ฒ ๐—ผ๐—ณ ๐—–๐—ผ๐—บ๐—ฝ๐—น๐—ฒ๐˜๐—ถ๐—ผ๐—ป

๐Ÿ“š ๐—ช๐—ต๐˜† ๐—–๐—ต๐—ผ๐—ผ๐˜€๐—ฒ ๐—จ๐˜€? โœ”๏ธ ๐—Ÿ๐—ถ๐—ณ๐—ฒ๐˜๐—ถ๐—บ๐—ฒ ๐—”๐—ฐ๐—ฐ๐—ฒ๐˜€๐˜€ ๐˜๐—ผ ๐—ฉ๐—ถ๐—ฑ๐—ฒ๐—ผ ๐—Ÿ๐—ฒ๐˜€๐˜€๐—ผ๐—ป๐˜€
โœ”๏ธ ๐—Ÿ๐—ฒ๐—ฎ๐—ฟ๐—ป ๐—ฎ๐˜ ๐—ฌ๐—ผ๐˜‚๐—ฟ ๐—ข๐˜„๐—ป ๐—ฃ๐—ฎ๐—ฐ๐—ฒ
โœ”๏ธ ๐—ฃ๐—ฟ๐—ฎ๐—ฐ๐˜๐—ถ๐—ฐ๐—ฎ๐—น, ๐—๐—ผ๐—ฏ-๐—ฅ๐—ฒ๐—ฎ๐—ฑ๐˜† ๐—ฆ๐—ธ๐—ถ๐—น๐—น๐˜€
โœ”๏ธ ๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜‚๐—ฝ๐—ฝ๐—ผ๐—ฟ๐˜
โœ”๏ธ ๐—ฅ๐—ฒ๐—ฐ๐—ผ๐—ฟ๐—ฑ๐—ถ๐—ป๐—ด ๐—”๐˜ƒ๐—ฎ๐—ถ๐—น๐—ฎ๐—ฏ๐—น๐—ฒ

๐Ÿ’ฅ ๐—”๐—น๐—น ๐˜๐—ต๐—ถ๐˜€ ๐—ณ๐—ผ๐—ฟ ๐—ท๐˜‚๐˜€๐˜ ๐—ฅ๐˜€. ๐Ÿญ๐Ÿต๐Ÿต๐Ÿต!
๐Ÿ“ฑ ๐—˜๐—ป๐—ฟ๐—ผ๐—น๐—น ๐—ป๐—ผ๐˜„ & ๐˜๐—ฎ๐—ธ๐—ฒ ๐˜๐—ต๐—ฒ ๐—ณ๐—ถ๐—ฟ๐˜€๐˜ ๐˜€๐˜๐—ฒ๐—ฝ ๐˜๐—ผ๐˜„๐—ฎ๐—ฟ๐—ฑ ๐˜†๐—ผ๐˜‚๐—ฟ ๐—ฑ๐—ฟ๐—ฒ๐—ฎ๐—บ ๐—ฐ๐—ฎ๐—ฟ๐—ฒ๐—ฒ๐—ฟ!

๐Ÿ“ฉ ๐——๐—  ๐˜‚๐˜€ ๐—ผ๐—ฟ ๐—ช๐—ต๐—ฎ๐˜๐˜€๐—”๐—ฝ๐—ฝ ๐—ฎ๐˜ +๐Ÿต๐Ÿณ๐Ÿณ-๐Ÿต๐Ÿณ๐Ÿฒ๐Ÿฏ๐Ÿฐ๐Ÿด๐Ÿด๐Ÿฌ๐Ÿญ๐Ÿด/๐Ÿต๐Ÿณ๐Ÿฐ๐Ÿฎ๐Ÿฏ๐Ÿณ๐Ÿญ๐Ÿด๐Ÿณ๐Ÿฎ
๐Ÿ“ ๐—Ÿ๐—ถ๐—บ๐—ถ๐˜๐—ฒ๐—ฑ ๐—ข๐—ณ๐—ณ๐—ฒ๐—ฟ โ€“ ๐—š๐—ฟ๐—ฎ๐—ฏ ๐—œ๐˜ ๐—ก๐—ผ๐˜„!

Columns are the backbone of structures, but they face more than just vertical loads. Hereโ€™s a quick breakdown of the key...
14/02/2025

Columns are the backbone of structures, but they face more than just vertical loads. Hereโ€™s a quick breakdown of the key forces and behaviors they experience:

1. Buckling:
Even if a column is strong in compression, it can fail due to bucklingโ€”a sideways deflection caused by instability. Slender columns are especially prone to this, so engineers calculate the critical buckling load to prevent failure.

2. Compression:
Columns primarily carry axial compressive loads from the weight of the structure above. The stress is uniform if the load is perfectly aligned.
3. Shear:
Though less common, columns can experience shear forces from lateral loads like wind or earthquakes. While shear stress is usually lower than compressive stress, it must still be considered in design.
In short, columns must be designed to handle compression, resist buckling and account for shear to ensure structural safety. ๐Ÿ’ก

14/02/2025





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