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
β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨
Never forget:
1) where you came from
2) the people who helped you,
3) those you can inspire
β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨
Never forget:
1) where you came from
2) the people who helped you,
3) those you can inspire
β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨
β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨
π₯Froude number's for Hydraulic Jump
πΉ Subcritical - <1
πΈ Critical (No jump) - 1
πΉ Supercritical - >1
πΈUndular jump - 1 to 1.7
πΉ Weak jump - 1.7 to 2.5
πΈ Oscillating jump - 2.5 to 4.5
πΉ Steady jump - 4.5 to 9
πΈ Strong jump - β₯ 9
β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨
πΆπΆ @IESCIVIL πΆπΆ
π₯Froude number's for Hydraulic Jump
πΉ Subcritical - <1
πΈ Critical (No jump) - 1
πΉ Supercritical - >1
πΈUndular jump - 1 to 1.7
πΉ Weak jump - 1.7 to 2.5
πΈ Oscillating jump - 2.5 to 4.5
πΉ Steady jump - 4.5 to 9
πΈ Strong jump - β₯ 9
β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨β¨
πΆπΆ @IESCIVIL πΆπΆ
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.
πΈπΈ @IESCIVIL πΈπΈ
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.
πΈπΈ @IESCIVIL πΈπΈ
π΄ TYPES OF SOIL π΄
β¦οΈ Aeolian soil :- Transported by wind
β¦οΈ Alluvial soil:- Transported by river
β¦οΈ Lacustrine soil:- Transported by lake
β¦οΈ Marine soil:- Transported by sea
β¦οΈ Loess:- Transported by wind
β¦οΈ Talus:- Transported by gravitational force
β¦οΈ Drift:- Transported by ice or glacier
πΈ πΈ @IESCIVIL πΈ πΈ
β¦οΈ Aeolian soil :- Transported by wind
β¦οΈ Alluvial soil:- Transported by river
β¦οΈ Lacustrine soil:- Transported by lake
β¦οΈ Marine soil:- Transported by sea
β¦οΈ Loess:- Transported by wind
β¦οΈ Talus:- Transported by gravitational force
β¦οΈ Drift:- Transported by ice or glacier
πΈ πΈ @IESCIVIL πΈ πΈ
π₯ Important points from thermal stresses (Strength of materials)
π Stresses produced due to change in temperatures(Rise/Fall) are called as thermal stresses
π Actual meaning of coefficient of thermal expansion is strain produced per unit change in temperature
π Unit of Coefficient of thermal expansion = per degree celcius
π Coefficient of thermal expansion for different materials
β‘ Aluminium = 24 x 10^(-6)
β‘ Copper = 17.5 x 10^(-6)
β‘ Steel = 12 x 10^(-6)
π Higher the value of coefficient of thermal expansion, more will be the material sensitive for temperature change
π For the bar free to expand, with change in temperature (rise/fall), no stress is developed
π Prismatic bar with rigidly supported at both ends
β‘ As temperature increases, compressive stresses are developes on bar
β‘ As temperature decreases, tensile stresses are developes on bar
π Copper bar is in series with steel bar
β‘ As temperature increases, compressive stresses are developed on both copper and steel bar
β‘ As temperature decreases, tensile stresses are developed on both copper and steel bar
π Copper plate is in parallel with steel plate and form a composite
β‘ As temperature increases, compressive stress developed on copper and tensile stress developed on steel
β‘ As temperature decreases, tensile stress developed on copper and compressive stress developed on steel
π Copper rod is enclosed in steel tube and both are rigidly fixed at ends
β‘ As temperature increases, Compressive stresses are developes on both copper and steel
β‘ As temperature decreases, tensile stresses are developes on both copper and steel
πΈ πΈ @IESCIVIL πΈ πΈ
π Stresses produced due to change in temperatures(Rise/Fall) are called as thermal stresses
π Actual meaning of coefficient of thermal expansion is strain produced per unit change in temperature
π Unit of Coefficient of thermal expansion = per degree celcius
π Coefficient of thermal expansion for different materials
β‘ Aluminium = 24 x 10^(-6)
β‘ Copper = 17.5 x 10^(-6)
β‘ Steel = 12 x 10^(-6)
π Higher the value of coefficient of thermal expansion, more will be the material sensitive for temperature change
π For the bar free to expand, with change in temperature (rise/fall), no stress is developed
π Prismatic bar with rigidly supported at both ends
β‘ As temperature increases, compressive stresses are developes on bar
β‘ As temperature decreases, tensile stresses are developes on bar
π Copper bar is in series with steel bar
β‘ As temperature increases, compressive stresses are developed on both copper and steel bar
β‘ As temperature decreases, tensile stresses are developed on both copper and steel bar
π Copper plate is in parallel with steel plate and form a composite
β‘ As temperature increases, compressive stress developed on copper and tensile stress developed on steel
β‘ As temperature decreases, tensile stress developed on copper and compressive stress developed on steel
π Copper rod is enclosed in steel tube and both are rigidly fixed at ends
β‘ As temperature increases, Compressive stresses are developes on both copper and steel
β‘ As temperature decreases, tensile stresses are developes on both copper and steel
πΈ πΈ @IESCIVIL πΈ πΈ
Caliche : It is a sedimentary rock consist of gravel ,sand and silt, Clay.
Loam : It is a soil with roughly equal proportion of silt sand and Clay .
Taff : soft porous rock usually formed by compaction and cementation of volcanic ash or dust .
Till : Till or Glacial till is unsorted glacial sediment.
πΈ πΈ @IESCIVIL πΈ πΈ
Loam : It is a soil with roughly equal proportion of silt sand and Clay .
Taff : soft porous rock usually formed by compaction and cementation of volcanic ash or dust .
Till : Till or Glacial till is unsorted glacial sediment.
πΈ πΈ @IESCIVIL πΈ πΈ