| Other Civil Engineering Interview Questions |
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|what is the meaning of degreasing of the euipment or line.
|In beams why the depth is > width
|material calculations for I st coatplastering 16mm CM
(1:5),second coat CM(1;3)4mm thick,pcc(1:4:8),RCC M20,lime
stone masonry CM(1:6)
|1 liter emulsion paint covered how much area?
|how to consider the lap length of a bar in IS code.
|1.DIFFERENCE BETWEEN NOMINAL MIX AND DESIGN MIX?
2.WHAT IS MEANT BY STRUCTURAL DESIGN?
3.IN STAAD WHY WE RELEASE MOMENT TO A MEMBER?
4.ON WHAT BASIS PARTIAL FACTOR OF SAFETY ARE DECIDE?FROM
THE LOAD COMBINATION?
5.WHY WE PROVIDE EXTRA BAR & DEVELOPEMENT LENGTH AT TOP?
6.FULL FORM OF SPT & SMB?
7.WHAT IS MEANT BY ITP IN A CONSTRUCTION PROJECT?
8.WHAT IS LEAST COUNT OF THEODOLITE SURVEY?
9.WHAT ARE THE CAUSES OF FAILURE OF FOUNDATIONS AND
10.WHAT ARE THE VALUES OF COMPRESSIVE STRENGTH?
11.STEEL CALCULATION FOR FOOTING,BEAM & SLAB?
12.WHAT IS MEANT BY GANTRY GIRDER?
13.IN SITE HOW WE CAN IDENTIFY THE ONE WAY, TWO WAY SLAB?
14.DIFFERENCE BETWEEN ANCHORAGE LENGTH & DEVELOPEMENT
15.BEARING CAPACITY OF STEEL SHUTTERING?LOAD CARRYING FOR
|What is the basis of choice for cement sand plaster in ratio
1:4 and 1:6 on interior walls of a residential apartment.
|What is the difference between Stress & Strain?
|Coarse aggregate & fine aggregates are called inert
material when used in RCC work because------
|why either no or minimum shear reinforcement is provided in
case of slabs?
|how many cement bag in 1m*m*m
|what is a pitot tube
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