Though Column is a compression member and concrete takes
compression, why we use steel at column ?
Answers were Sorted based on User's Feedback
Answer / nadim
although concrete is good in compresive strength but it is indeed weak in tensile strength a combination of both steel and concrete is better to take both compressive and tensile loads
Is This Answer Correct ? | 5 Yes | 4 No |
Answer / dheeraj kumar
Though a compressive member we design column to resist tensile stresses too.any point load on a column concentrated other than its axis results in tensile stresses in some part and compressive in other.moreover we keep in mind wind,earth quake,and other possible situations too.
Is This Answer Correct ? | 0 Yes | 0 No |
Answer / nantha
if we want to reduce the column we will go for steel column
and also steel building construction is very easy and we able to do complete quickly
Is This Answer Correct ? | 1 Yes | 11 No |
Define What is passive earth pressure ?
what are the stress act on circular slab?
What is Base Shear ?
civil engineering means abut
How to calculate quantity of cement , sand and granite from concrete mix ratio and volume of work
1 Cum Brick Work CM 1: 6 - How Many Bricks ,sand,Cement Required? Brick Size 9" 4.5" 3"
48 Answers Alcove Infrastructure, Anantha Infra, L&T, Microqual, Shoba Devlopers, SSC, UltraTech, Valdan, VVA Developers,
Adout concrete
which are the Indian auther books for STONE COLUMN/GRANULAR PILES?
5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)
what is the curing time for plastring (all)?
Why the name is "partial safety factor" why not "safety factor"?
0 Answers Engineers India Limited,
What is the minimum distance between to stirrup ?