how to calculate steel columns beams and slab please give
me brief calculation

Answer Posted / surajit naha

plz follow the types of problems and design of mixing with
quantity survey.

enerally we assume 1 to 5 percentage steel in columns of
concrete.1 to 2 percent in beams,0.7 to 1% in slabs and .5
to .8% in footings.
if concrete is 100 cum.
than in column if we take 1.5% steel it will be 1.5 cum steel.
1.5x7850kg/cm3(density of steel.)
quantity of steel determined.

Is This Answer Correct ?    24 Yes 18 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

Q 1) 1 Mason and 2 LABOUR / _________CUM brick work Q 2) 1 Mason and 1 LABOUR / _________SQ FT Plaster work Q 3) 1 Carpenter & 2 Labour/_________SQ FT shuttering work Q 4) 100 SQ FT roof slab concreting ____________mason and labour required

1535


1.what is the mix proportion for cement soil compressed earth blocks? 2.how to calculate the mix proportion for cement stablised earth soil blocks?

1782


Sometimes the side of concrete bridges is observed to turn black in color. What is the reason for this phenomenon?

687


please what are the required bars for a beams of 6mx6m and 450x300mm, one is continuous and the the second is discontinuous ..Its a commercial building (church)

1347


what are RIB slabs explain about it

2180






types of laps in column

1910


what discoveries did you have in relation to your course?

1652


What is the per cu. mt. price of ready mix in Gujarat region.?

1781


How to decide/consider the grade of bitumen for dbm.

1765


material used for mendrel use to bend epoxy coated rebar

1844


How to calculate the load of partion in flat slab if we use brick?

1380


What things you need to take care of before building a kitchen island?

727


PCC Road Min Grade M 30 for VR standard Mahatashtra load 30 KN. what should be thickness of pavement, width 4m what should be length of panel.

1990


cement mortor 1:5 for 30 m2 12 mm tk plastering so how to calcualte its rate

1206


Can anyone suggest how to determine scheduling of reinforcement of floor beams from Staad model,other than clicking each beam respectively 7 noting down the values ?

1641