| Other Civil Engineering Interview Questions |
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|Any bopdy tell me how to prepare rate analysis for
Centering and shuttering for RAFT FOUNDATION, SUSPENDED
FLOORS, STAIR CASES, RETAINING WALLS, SHEAR WALL and COLUMNS
|how to conversation of all construction material in to brass
|advantages & disadvantages of using crusher dust instead of
sand in r.c.c work
|in brick masonry,what are the types of bonds?where which type
of bond is used?& why?Also what is header & closer?
|What is the difference between load bearing and non load
bearing walls? How to distinguish both?
|Where on net can i find IS Codes?
|how many type of pipe using in plumbing?
|what is mean by bitumen emulsion
|Difference between the setting time and hardenin time of
|A bill was raised by contractor which read as follows
1.) Excavation in normal soil upto 1.5m - 250 cum
2.) Excavation in normal soil 1.5m to 3m - 240 cum
3.) Excavation in soft rock - 350 cum
4.) Excavation in hard rock - 250 cum
5.) Filling with available soil - 825 cum
6.) Filling with bought out soil - 1100 cum
How can I verify the above quantities, especially for item
no. 5 & 6?
What checks are necessary before releasing the bill ?
|Name the standard sand for concrete tests
|draw the sfd and bmd of catilever beam subjected to point load
and udl. plot graphically the difference in deflection pattern
of simply supported and cantilever beam subjected to point
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