a)If column dimensions are 250*400mm , what will be
cutting length for 8mm stirrups and how to calculate it? b)
If beam dimensions are 200*400mm , beam coveris 25mm , slab
cover is 20mm , what will be the cutting length for
stirrups? c)Column dimensions are 250*400mm , reinf. is
12nos. bar of 16mm dia , stirrups provided are two legged,
what will be the length of each ring?
Regards
Answer Posted / ajit umakant
A)CUTTING LENGTH FOR 8mm Strips=2(250+400)-(4*40)+(2*10*8)-(2*5*8)
=1300-160+160-80
=1220 mm
| Is This Answer Correct ? | 17 Yes | 6 No |
Post New Answer View All Answers
what are the cube & Sylinder strength of concret M20,M25,M30,M35,M40,M60 ,M75,M10 ,M15
Suppose you planning to paint newly fabricated workshop building made of structural steel of 10 tons total mass. How many litters paint primer for 1 coat and 2 coat of top coat?
What is the difference between engineering stress and true stress?
Bearing capacity of soil determined as per ASTM is to design the foundation size.what is the importance of EV1/EV2 value as per DIN .My consultant ask me to test the the soil as per din to find out this ratio to assess the compacted strength of soil ,,?? is it meaning full ??
what is the water cement ratio? how to calculate it? list the wt. of constructions materials including concrete both ordinary and light wt. concrete
What is difference between engineering stress and true stress?
What is the diff between cad & cadd?
Which stone is best for wall construction Laterite Stone or Cement Blocks
How we can calculate the cement, sand,bricks , water , quintity in 1:6 Ratio 1 cubic metre b/w and 1:4 Ratio in 1 Squre metre b/w????
can i get hindi version of is codes based on civil engineering?
What is meant by autocad?
why is M25 and Fe 500 assumed to be most economical? i feel it is not.This is because higher grade of concrete and steel has higher lapping length and anchorage length compared to lower grades..
it is a corrected question." make a list of engineering property(properties) of soil.
though u r a civil engineer, y r u interested in tcs???
In Abutment walls (A1 side) why we are adopting fixed bearing (POT-PTFE)?