For Thermal Expansion and Contraction and to resist Sway Caused by Wind in Boundary Wall :-
Expansion joint at Every 2‐5 m
Expansion joint at Every 4‐8 m
Expansion joint at Every 12‐15 m
None
Q.4.
Which of the following is not correct for Pole Structures :
The pole shall be erected such that minimum 1/6th of the total length of the pole shall be embedded into the ground surface
Orientation of Poles structures shall be according to the loading or stringing direction
The loading on the poles can be exceeded its design capacity, consider a considerable factor of safety on loads as the poles are manufactured in un-monitored conditions
The pole shall be erected such that minimum 1/6th of the total length of the pole shall be embedded into the ground surface
Q.5.
Which of the following is not the type of Pole Foundation :
Rectangular
Circular
Pyramidal
None
Q.6.
What is the MINIMUM REQUIREMENT of Contour survey extending outside the boundary wall on all sides :
up to at least 2 m
up to at least 5 m
up to at least 10 m
None
Q.7.
In reamed piles type of Deep Foundations :-
are constructed to a depth of 1 to 3m into the ground
are constructed to a depth of 3 to 8m into the ground
are constructed to a depth of 10 to 18m into the ground
None
Q.8.
Which of the following is not the type of Substation Structure :
Gantry Structure–DP / Lattice
Outgoing Feeder–RSJ Pole (DP)
Road / River Crossing RSJ / Tubular / Lattice
Equipment Support Structure –DP / Lattice
Q.9.
In Friction piles type of Deep Foundations :-
Terminated at Lower depth
Terminated at Higher depth
Terminated at Average depth
None
Q.10.
For Field Test , Significant depth of Exploration For Pile fdn :
1m to 5m
5m to 15m
20m to 35m
All of above
Support mcqgeeks.com by disabling your adblocker.
Please disable the adBlock and continue. Thank you.