WebSankul Civil Engineering ๐Ÿ‘ทโ€โ™‚๏ธ ๐Ÿ—๏ธ
10.6K subscribers
4.03K photos
144 videos
935 files
4.15K links
For Enquiry : 72018 66333

Social Platforms :

YouTube : https://bit.ly/WebSankulCivilEngineering

Instagram : https://bit.ly/CivilEngineeringWebSankul
Download Telegram
๐Ÿ›‘ เช›เซ‡เชฒเซเชฒเชพ 3 เชฆเชฟเชตเชธ เชฌเชพเช•เซ€

๐Ÿนเชเช• เชคเซ€เชฐ 6 ๐ŸŽฏเชจเชฟเชถเชพเชจ

โœ…Special Batch for

๐Ÿ”ฅAMC EXAMS

โœจFees :
๐Ÿ‘‰๐Ÿป9999/- โŒ 15% Off
๐Ÿ‘‰๐Ÿป8499/- โœ…

๐Ÿ—“๏ธValid till 31st January 2026

โŒเช†เชจเชพ เชชเช›เซ€ offer Extende เชจเชนเซ€เช‚ เชฅเชพเชฏ,
๐Ÿ‘‰๐Ÿปเชชเช›เซ€ เช•เชนเซ‡เชคเชพเช‚ เชจเชนเซ€เช‚ เช•เซ‡ เช…เชฎเซ‡ เชฐเชนเซ€ เช—เชฏเชพ.

๐Ÿ“Join Batch Now

https://websankulcivilengineering.akamai.net.in/new-courses/82

๐Ÿ“ฑContact Us :
72018 66333
๐Ÿ“˜AMC ESTATE DEPARTMENT THEORY AND QUESTION PRACTICE BOOK

โœจUSEFUL FOR:

๐Ÿ”น DEPUTY ESTATE OFFICER
๐Ÿ”น ASSISTANT ESTATE OFFICER
๐Ÿ”น ESTATE INSPECTOR
๐Ÿ”นESTATE SAHAYAK SUB INSPECTOR

๐Ÿ‘‰๐ŸปPrice : 2999/-โŒ 33% Off
1999/- โœ…

๐Ÿ‘‡๐ŸปTo Purchase this Book

๐Ÿ“Buy Book From Here

https://websankulcivilengineering.akamai.net.in/books/4

๐Ÿ“ฑ CALL - 72018 66333 
โœ…DAILY QUESTION PRACTICE QUIZ FOR GSSSB-ADDITIONAL ASSISTANT ENGINEER๐Ÿ‘ท๐Ÿป-824 POSTS-(ADVT NO. :-303/202526)
A body is said to be in equilibrium when the resultant of all forces acting on it is
Anonymous Quiz
6%
Maximum
71%
Zero
22%
Constant
1%
Variable
๐Ÿ‘1
In a simply supported beam subjected to a point load at mid-span, the reactions at supports will be
Anonymous Quiz
43%
Equal
44%
Depends on depth of beam
2%
Unequal
10%
Zero
The maximum shear force in a cantilever beam carrying a point load at free end occurs at
Anonymous Quiz
22%
Free end
12%
Mid-span
20%
Quarter span
45%
Fixed end
In compass surveying, the angle measured between the true meridian and the magnetic meridian is called
Anonymous Quiz
66%
Declination
5%
Dip
21%
Local attraction
8%
Bearing
โค1
According to IS soil classification system, a soil having liquid limit less than 35% is classified as
Anonymous Quiz
47%
Low compressibility soil
41%
Medium compressibility soil
9%
High compressibility soil
4%
Organic soil