Answer Posted / guest

Dear friends generally we do this footing calculation like
this two method =
(A)1st method =i)1.500 m x 1.500 m x 0.500 m = 1.13 Cum.
ii)½ x ( 1.500 m + 0.250 m ) x 1.500 m x 0.200 m = 0.260
Cum. (B)2nd Method =i)(1.500 x 1.500 x 0.200)+ (0.250 x
0.250 x.0.250)= 0.460 Cum.
ii) ( 1.500 x 1.500)+ ( 0.250 x 0.250)/2 x 0.200 = 0.231
Cum.
( But I think it is not proper procedure so please you do
properly )

what is the amount of absorption of slurry in shuttering ply board. what is the amount of slurry leakage allowed for 1 m3 of concrete.

2333

---

what is the theoritical percentage of concrete cubes testing per day?

5132

---

in one hour , one 200 excavator , how much quantity (mcube)can load ? soil is not hard not soft

2121

---

Hi.. Can i get hel in finding HPCL previous year question paper? plz help me in finding thiss..

2882

---

Types of column foundation and how to calculate its steel quantity.

1958

---

it is possiblee to produce concrete with out cracks...

1913

---

how to calculate MR 9(derivation)

2962

---

How to testing voids of filled aggregate in bitumen mix design

1928

---

What is an ice dam sock?

1151

---

how to calculate 1:5:8 ratio concrete cement, sand, metal and water please give me brief calculation

1750

---

Define relative co-ordinates?

1145

---

How do we determine the specific gravity of a cement?

1129

---

What are the basic use of runners and standards of pipelines?

1235

---

estimate quanitity of bricks(19x9x9cm without mortar), cement & sand in 10feet X 10feet wall ?

1893

---

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.

2863

---