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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?

Answer Posted / sujit

Nominal mix is the some ratio are fixed by Is code india.
and design mixed is the ratio fixed by considering avilable
material, strength and enviornment.
2.Structural design means design a structure ( means
skeleton of a body ) of thing
3.spt- standard penetration text
Least count of theodlite is 0 degree 0 min 5"( second)

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