Answer Posted / srilakshmi

ayesha is cousin to raju

Difference between pre-tensioning and post-tensioning.

1219

---

At one time what is the height of Lift for concreting for Bridge Piers Class B Loading and refer the code.

2229

---

Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.

2910

---

Which are the Steel tests ?

1284

---

I want to know the relevant IS codes of practice which deals with different testings of cement-sand mortar (nominal mix)that is being normally used for brick work or plaster work in the construction work.

2124

---

What is difference between engineering stress and true stress?

1248

---

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..

2694

---

hi, i am appearing in HPCL(CIVIL ENGG.)exam. plz send me placement paper of this exam if u are having

2579

---

specifications of fe500 steel

3594

---

how to tie 10 legged stirrups

6595

---

What is bmc stands for in bmc software?

1230

---

How to find weight of steel in kg if we know the area which is in m2? Following details are known to us, Area=125m² thk of slab=250mm Steel details:T12@200 PS:considering mesh top and bottom with X and Y direction

3153

---

hii.plz send me hpcl placement papers for officers trainees for graduate engg plz my email id is ajm_knit@yahoo.com

2328

---

How much cement and water required for cement selery????

2049

---

What are the advantages and disadvantages of lead products in construction?

1240

---