Why do we use steel in Column?
Why HYSD bar is preferable than plain bar?

Answer Posted / md.nazimul

1)concrete transfer only stress but it has no ability to
resist lateral pressure but steel can resist strain on
earthqueke & it also transfer load from slab,beam to soil.

2)HYSD is more durable,strength then plain bar

Is This Answer Correct ?    72 Yes 12 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

if 20mm aggregate is coming by weight 25 ton in a 10 wheeler hywa ,then what will be total volume of aggregate in cubic feet.

729


I am a civil engineering student and going to attend interview in this week in an IT company.Will they ask me questions about my area of interest or cs

2060


What are the composition of a landfill?

680


How much area will be covered in 1 litre of Velvet touch paint in normal wall condition

947


Suppose a new brick wall is being constructed,and the courses and not aligned horizontally,what negetives can it cause?

1506






can stub column take the load as main column

1415


What is the veriplus for ellips card length formula (major axis 3.4m,minar axis 2.6m spacing 0.2m

1749


according to the painting co efficient, we should take the one side of doors (or) windows or both sides?

1311


strength of bitumen concrete with 80-100 & 60-70 grade bitumen

1667


punj loyed and sapurjl palanjl

1883


how to calculate the size of triangular ring in rcc column?

1355


For removal of formwork of simply supported slab / beam from where to start the deshuttering? ( Max Bending moment of the simply supported beam is in the center hence is it required to start from the supports?)

1527


i have span of 6m x 4m how do i calculate the reinforcement of steel i needed and to at what distance and also the thickness of slab. looking forward thank you RAVI

1882


in the construction of residential building what type of tank are used?where?why & what is its purpose?

1905


how much deduction will be in 32 mm dia HYSD steel bar for 45 and 90 degree bend

1595