Answer / suresh

go to the flat slab design with out drop head.

Answer / arunaadevi

IF you constructing any walls above hall in first floor you
must providing concealed beam. Otherwise don't need for the
concealed beam. you just provide nominal reinforcement
b'cause of the slab will be act as two way slab. You should
provide two slab reinforcement detail.

Thanks

Answer / mohammed ifthekhar ahmed

AS THE SPAN IS NOT MORE GO FOR TWO WAY SLAB
TO AVOID JUMP OF SLAB CAN PROVIDE CONCEALED BEAM

Answer / suresh

your hall is two way slab.so you can not design simply
supported slab.flat slab is your solution.

Answer / sjtbehera

you can disign by simple supported slab. beam is not
recquire if not heavy load is coming

sir, how to calculate steel per 1 m2

1 Answers  

why cracks develop at the upper corners of doors openings

1 Answers  

Explain the latest method to detect a crack in a building?

0 Answers  

Our IDCT industrial cooling tower height is 15 mtres so need to RCC structure stability test as par any IS Standard or Indian act.

1 Answers   Sepco,

How is make concrete cube?

0 Answers  

Water absorption for stone?

6 Answers  

Dear Sir What is the Contraction joint for base Slab

0 Answers   L&T, TES,

what type of drawing used in the field construction?

10 Answers   L&T,

For raft 3000mm thickness with T25150 mesh reinf in top and bottom what diameter can be used for chair to support mesh reinforcement

4 Answers  

Mix proportion of M30 grade?????????

4 Answers  

Quantity of cement in kgs for different proportions and different thickness in plastering work per 1 sq.m. And how to estimate this quantities.

2 Answers   Al-Jaber, IVRCL, L&T,

deshuttering time for RCC wall & column

13 Answers