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Earthquake Damage

๐Ÿ“ Afghanistan ๐Ÿ‡ฆ๐Ÿ‡ซ

๐Ÿ“… 31 August 2025 at 23:47 AFT (19:17 UTC)

๐Ÿซจ magnitude :- 6.0

โ˜ ๏ธ Human effect :- 1400+ dead ๐Ÿ’€, 2200 fatalities and 4000+ injuries

๐Ÿ  structural damage :- 6700 homes were destroyed

โ†•๏ธ depth = 8km shallow, high impact)

๐ŸŽฏ Epicenter :- Nurgal District, Kunar Province (near Jalalabad) Afghanistan ๐Ÿ‡ฆ๐Ÿ‡ซ

@etconp
โค7๐Ÿ˜ญ5
๐Ÿ‘‰แˆˆแˆ…แ‹ณแˆด แŒแ‹ตแ‰ฅ แŒแŠ•แ‰ฃแ‰ณ แŠฅแˆตแŠจแŠ แˆแŠ• 233 แ‰ขแˆแ‹ฎแŠ• แ‰ฅแˆญ แ‹ˆแŒช แ‰ฐแ‹ฐแˆญแŒ“แˆ

๐Ÿ’ซแ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠคแˆŒแŠญแ‰ตแˆชแŠญ แŠƒแ‹ญแˆ แ‹จแ‰ณแˆ‹แ‰ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แˆ…แ‹ณแˆด แŒแ‹ตแ‰ฅ แˆแˆญแ‰ƒแ‰ตแŠ• แŠ แˆตแˆ˜แˆแŠญแ‰ถ แˆˆแˆ˜แŒˆแŠ“แŠ› แ‰ฅแ‹™แˆƒแŠ• แŒ‹แ‹œแŒฃแ‹Š แˆ˜แŒแˆˆแŒซ แˆฐแŒฅแ‰ทแˆแข

๐Ÿ“œแˆ˜แŒแˆˆแŒซแ‹แŠ• แ‹จแˆฐแŒกแ‰ต แŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠคแˆŒแŠญแ‰ตแˆชแŠญ แŠƒแ‹ญแˆ แ‹จแŠฎแˆญแ–แˆฌแ‰ต แ‹จแŠฎแˆ™แŠ’แŠฌแˆฝแŠ• แˆ˜แˆแˆชแ‹ซ แ‹ณแ‹ญแˆฌแŠญแ‰ฐแˆญ แŠ แ‰ถ แˆžแŒˆแˆต แˆ˜แŠฎแŠ•แŠ• แŠฅแŠ•แ‹ฐแ‰ฐแŠ“แŒˆแˆฉแ‰ตแค แˆˆแˆ…แ‹ณแˆด แŒแ‹ตแ‰ฅ แŒแŠ•แ‰ฃแ‰ณ แ‰ แŠ แŒ แ‰ƒแˆˆแ‹ญ 233 แ‰ขแˆแ‹ฎแŠ• แ‰ฅแˆญ แ‹ˆแŒช แ‰ฐแ‹ฐแˆญแŒ“แˆแข

แŠจแ‹šแˆ… แ‹แˆตแŒฅ 223 แ‰ขแˆแ‹ฎแŠ• แ‹ˆแ‹ญแˆ 91 แ‰ แˆ˜แ‰ถ แ‹จแˆšแˆ†แАแ‹ แ‹ˆแŒช แŠจแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ•แŒแ‹ต แ‰ฃแŠ•แŠญ แ‹จแ‰ฐแŒˆแŠ˜ แАแ‹แข


แŠจแˆ˜แˆ‹แ‹ แŠขแ‰ตแ‹ฎแŒตแ‹ซแ‹Šแ‹ซแŠ• แ‰ แ‰ฆแŠ•แ‹ต แŒแ‹ข 18.9 แ‰ขแˆแ‹ฎแŠ• แ‰ฅแˆญ แ‹จแ‰ฐแˆฐแ‰ แˆฐแ‰  แˆฒแˆ†แŠ•แค แ‰ แ‹แŒญ แŠจแˆšแŠ–แˆฉ แŠขแ‰ตแ‹ฎแŒตแ‹ซแ‹Šแ‹ซแŠ•แŠ“ แ‰ตแ‹แˆแ‹ฐ แŠขแ‰ตแ‹ฎแŒตแ‹ซแ‹Šแ‹ซแŠ• 1.6 แ‰ขแˆแ‹ฎแŠ• แ‰ฅแˆญ แˆ˜แˆฐแ‰ฅแˆฐแ‰กแŠ• แŠ แ‰ฅแˆซแˆญแ‰ฐแ‹‹แˆแข แ‰ แ‰ฐแŒจแˆ›แˆชแˆ 3.2 แ‰ขแˆแ‹ฎแŠ• แ‰ฅแˆญ แ‰ แˆตแŒฆแ‰ณ แ‹จแ‰ฐแŒˆแŠ˜ แˆ˜แˆ†แŠ‘แŠ• แŠ แŠ•แˆตแ‰ฐแ‹‹แˆแข


๐Ÿ’ฅแ‹จแŒแ‹ตแ‰ก แŒแŠ•แ‰ฃแ‰ณ แŠฅแ‹แŠ• แˆ˜แˆ†แŠ• แ‰ แ‹“แ‰ฃแ‹ญ แˆ‹แ‹ญ แ‹จแАแ‰ แˆจแ‹แŠ• แ‹จแ‰…แŠ แŒแ‹›แ‰ต แ‹แˆ แŠจแˆ›แแˆจแˆฑแˆ แ‰ แˆ‹แ‹ญ แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‰ฅแˆ”แˆซแ‹Š แแˆ‹แŒŽแ‰ต แ‹จแŒฅแ‰…แˆ แˆ›แˆจแŒ‹แŒˆแŒซ แŠ แ‰ฅแАแ‰ต แ‰ฐแ‹ฐแˆญแŒŽ แ‹จแˆšแ‹ˆแˆฐแ‹ต แˆ˜แˆ†แŠ‘แŠ• แŒˆแˆแ€แ‹‹แˆแข

โ–ถ๏ธแ‰ แŒแŠ•แ‰ฃแ‰ณแ‹ แ‹ˆแ‰…แ‰ต แ‹จแАแ‰ แˆฉ แ‹จแ‹แ‹ญแŠ“แŠ•แˆตแŠ“ แ‹จแ‹ฒแ•แˆŽแˆ›แˆฒ แŒซแŠ“แ‹Žแ‰ฝแŠ• แ‰ฐแ‰‹แ‰แˆž แ‰ แˆซแˆต แŠ แ‰…แˆ แ‹จแˆ˜แˆแˆ›แ‰ต แ‹•แ‹ตแˆแŠ• แˆ˜แ‹ˆแˆฐแŠ• แ‹จแ‰ฐแ‰ปแˆˆแ‰ แ‰ต แŠฅแŠ•แ‹ฐแˆ†แА แŒ แ‰แˆ˜แ‹‹แˆแข

โบแˆˆแŒแ‹ตแ‰ก แŒแŠ•แ‰ฃแ‰ณ แŠฅแ‹แŠ• แˆ˜แˆ†แŠ• แˆ˜แˆ‹แ‹ แŠขแ‰ตแ‹ฎแŒตแ‹ซแ‹แ‹ซแŠ• แ‰ แŒˆแŠ•แ‹˜แ‰ฃแ‰ธแ‹แฃ แ‰ แ‹•แ‹แ‰€แ‰ณแ‰ธแ‹ แ‰ฅแˆŽแˆ แ‰ฃแˆ‹แ‰ธแ‹ แАแŒˆแˆญ แˆแˆ‰ แ‰ฐแˆจแ‰ฃแˆญแ‰ แ‹ แ‹จแˆซแˆณแ‰ธแ‹แŠ• แŠ แˆตแ‰ฐแ‹‹แŒฝแŠฆ แˆ›แ‰ แˆญแŠจแ‰ณแ‰ธแ‹แŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

@etconp
1โค18๐Ÿ‘5
A metal bar of 50 mm ร— 50 mm section is subjected to a tensile load of 400 kN. The elongation of a 200 mm gauge length is found to be 0.2 mm, and the decrease in thickness is 0.012 mm. The value of Poisson's ratio is:
Anonymous Quiz
16%
0.30
44%
0.24
20%
0.36
19%
0.18
โค7๐Ÿฅฐ5๐Ÿ‘1
The limit state of serviceability of a steel
structure includes all of the following except.
Anonymous Quiz
20%
(a) Corrosion
28%
(b) Crack due to fatigue
35%
(c) Fire
17%
(d) Fracture due to fatigue
๐Ÿ‘5โค1
The maximum depth of neutral axis in RC
beam for Fe 415 grade of steel isโ€“
Anonymous Quiz
21%
(a) 0.53d
46%
(b) 0.48d
22%
(c) 0.67d
12%
(d) 0.46d
๐Ÿ‘6โค3
In limit state design, permissible bond stress in
the case of deformed bars is more than that in
plain bars by
Anonymous Quiz
32%
(a) 60%
19%
(b) 50%
29%
(c) 40%
20%
(d) 25%
โค5๐Ÿ‘5
For limit state of collapse : flexure, the
maximum strain in concrete at the outermost
compression fiber is taken equal to
Anonymous Quiz
22%
(a) 0.002
20%
(b) 0.02
44%
(c) 0.0035
14%
(d) 0.035
๐Ÿ™5
๐Ÿ‘4โค1
Q)Choose the correct statement.
a) The strength of fully compacted concrete is
inversely proportional to the water cement ratio. b) The strength of fully compacted concrete is directly proportional to the water cement ratio.
Anonymous Quiz
39%
(a) Statement (a) is true
38%
(b) Statement (b) is true
17%
(c) Both the statements (a) and (b) are true
5%
(d) Both the statements (a) and (b) are false
๐Ÿ‘6โค3
A simple field test carried out to determine
deterioration of stones when immersed in water
is known as
Anonymous Quiz
67%
(a) Absorption test
15%
(b) Moh's hardness test
14%
(c) toughness test
5%
(d) smith's test
๐Ÿ‘4๐ŸŽ‰2
The phenomenon when soil loses its shear
strength due to oscillatory motion is known as
Anonymous Quiz
31%
(a) Consolidation
38%
(b) Shear failure
20%
(c) Liquefaction
11%
(d) Sloughing
โค10
๐Ÿ‘4โค3