how preparing for barbending schedule ? how to preparig for
two leged stirrups?
- 2 Answers
- 16121 Views
- L&T, I also Faced
- E-Mail Answers
Answer Posted / arif qureshi
first take clear span dimension.
bottom bar length = clear span+Ld of the bottom bar+2d.
where Ld=development length of the bar
2d = 2 X dia of bottom bar (extra length added for
elongation of bar due to bending).
Same formula is used for the top bar length.
Curtail bar length = Clear span -0.2(clear span)
Stirrups length = (((B+D)-4Cover)+ 10d)*2
Where B = width of beam
D = Depth of Beam
d = dia of bar used for stirrups.
Weigth per Meter length =d*d/162
Where d= dia of bar
| Is This Answer Correct ? | 51 Yes | 7 No |
Post New Answer View All Answers
2. In a container filled with each of the following materials, at a porosity of 40%, determine the upward gradient required to cause the quick condition (a) Lead shot with a G = 13.75; (b) Fibre beads with G = 2.15; (c) Sand with a G = 2.32
Is it necessary to apply tack coat over the primecoat. IF not what happens.answers other than 1.to superimpose the next layer(2) to adhere the layers so as to form homogenity.
(Project Management Topic) What are the important criteria in the successful realization of the project?
significance of specific surface area of particles?
Define What is made from large rocks, which protects the base of cliffs?
what is the procedure of wet seiving. n percentage of silt in different type of soil?
How do you prepare Material Recovery Statement for deduction from contractors bills?
What are the responsibilities of a site manager?
how can calculate the compressive strength of concrete cylinder by water cement ratio ?
How to determine dia of steel for use in column,slab etc. i mean how to calculate the diameter of steel which is to be used in structures.
What are the composition of a landfill?
What is the Systematic Responsibility Site Engineer? Who are the above and under co-oridinating ? What is office & Site co-ordination of Site Engineer?
Scaffolding IS code NO.
Steel requirement in kg of 6" thk slab Total qty 32.64 m3 Beam / column qty 35.39 m3
how to calculate the rebar depth if forgot the foundation reinforcement (main steel)? is that any calculation or formula we have data sheet of supplier what depth what is the pull out capacity is mensioned in data sheet. if any IS code than its help full to me.
