If you want to see change, start with yourself. Get Better, do better. A positive mindset will get you far. Stay focused on your purpose..🍁🍁🍁🦋🦋🦋
Notice JUNIOR ENGINEER (CIVIL, MECHANICAL, ELECTRICAL AND QUANTITY SURVEYING & CONTRACTS) EXAMINATION, 2019 Submission of online applications: 13.08.2019 to 12.09.2019
Last date for receipt of applications: 12.09.2019 (17:00)
Last date for making online fee payment: 14.09.2019 (17:00)
Last date for generation of offline Challan: 14.09.2019 (17:00)
Last date for payment through Challan (during working hours of Bank): 16.09.2019 Date of Computer Based Examination (Paper-I): To be notified later Date of Paper-II (Conventional): To be notified later
@IESCIVIL
Last date for receipt of applications: 12.09.2019 (17:00)
Last date for making online fee payment: 14.09.2019 (17:00)
Last date for generation of offline Challan: 14.09.2019 (17:00)
Last date for payment through Challan (during working hours of Bank): 16.09.2019 Date of Computer Based Examination (Paper-I): To be notified later Date of Paper-II (Conventional): To be notified later
@IESCIVIL
✨✨✨✨✨✨✨✨✨✨✨✨
Never forget:
1) where you came from
2) the people who helped you,
3) those you can inspire
✨✨✨✨✨✨✨✨✨✨✨✨
Never forget:
1) where you came from
2) the people who helped you,
3) those you can inspire
✨✨✨✨✨✨✨✨✨✨✨✨
Anonymous Poll
20%
Chain
3%
Steel band
12%
Steel tape
65%
Invar tape
IES CIVIL
Answer is D) Invar tape.
Causes of honeycomb in Concrete:
1 .Insufficient compaction to concrete.
2 .Less cover to reinforcement bars.
3 .Improper Workability in concrete
4 .Concrete already set before placing .
5 .High concrete free fall while pouring
6 .Form work not watertight/rigid.
7 .More coarse aggrgegates than designed mix proportions and over sized aggregates.
8 .Improper placement of bars at column and beam junction.
9 .Addition of more water than designed at site for achieving workability.
10 .Steel congestion not allowing concrete flow to all corner.
🔸🔸 @IESCIVIL 🔸🔸
1 .Insufficient compaction to concrete.
2 .Less cover to reinforcement bars.
3 .Improper Workability in concrete
4 .Concrete already set before placing .
5 .High concrete free fall while pouring
6 .Form work not watertight/rigid.
7 .More coarse aggrgegates than designed mix proportions and over sized aggregates.
8 .Improper placement of bars at column and beam junction.
9 .Addition of more water than designed at site for achieving workability.
10 .Steel congestion not allowing concrete flow to all corner.
🔸🔸 @IESCIVIL 🔸🔸