Answer / priyabrata bal

d1-12mm, d2-16mm, s1-150mm, s2-?

d1^2/s1 = d2^2/S2

  S2 = D2^2 * S1 /D1^2
 
  16^2 *150/12^2
  =266.66MM      

Answer / abiraj07

D1^2/S1  =D2^/S2
12^2/150 =16^2/S2
0.96     =256/S2
S2       =256/0.96
S2       =266.66MM

what is the grade of concrete?

3 Answers  

---

how to calculate testing date

0 Answers  

---

how much lap we should provide in columns for Fe-500?

8 Answers  

---

can any one give me sample question paper of BHEL at mdansari86@gmail.com as i m appearing for the same exam.

0 Answers   Bhel,

---

.5Ast

0 Answers   NAU,

---

What is mix design

5 Answers   AIPMT, Beam, MSK,

---

why we are doing post tensioning in beams and slabs. it is economical compare to rcc? how?

4 Answers  

---

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

27 Answers   Alfaraa, Speco, Supertech, Welspun,

---

What is demising walls?

0 Answers  

---

Isolated square footing quantity calculations

2 Answers  

---

quantity of material needed for rubble stone masonry for 1:4 and 1:6

0 Answers  

---

i have applied 40mm spacer in the concrete for tie beam. is it correct? kindly give me if there any code available

0 Answers   Indus Construction,

---