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
REMEDIAL MEASURES?
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
LENGTH?
15.BEARING CAPACITY OF STEEL SHUTTERING?LOAD CARRYING FOR
SHUTTERING?
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Answer Posted / s c jayakumar
1.Nominal mix is standard mix formulated by BIS comittee
for construction use where as design mix is that,With the
optimum cement content and proprely graded/blended mix
constituents used to form rigid congolomarate for better
durability.Using of optimum cement content is to get
economic construction without compromising of durability of
structure.
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