Answer Posted / hbeebur rahman

Wind pressure at any height above ground level shall be
obtained by following relation,Pz=0.6Vz^2.
where,
Pz=wind pressure
Vz=design wind speed
Vz=Vb*K1*K2*K3,
Where,
Vb=wind speed at particular place,
k1=risk co efficient
k2=terrain category
k3=topography factor
(for k1,k2,k3 values use is875 part3)

Describe the advantages and disadvantages of using plastic and timber fenders?

1128

---

What are the different softwares used for cad?

1312

---

What applicable rate of wct in bihar

1851

---

What is Grid floor and mention its advantages ?

3259

---

hai, kindly send anyone for output workers format details for construction project in foundation to finishing.

1533

---

what are the code used for residental building?

2552

---

for a column of size 400*230mm column reinforcement= 8-20x(cant write the symbol,i hope u guys undersstand,something like (fi) column stirups=8x@(4l) 230c/c 1)what does these mean 2)how to calculate quantity of steel for this column(ceiling height 11 ft)

2200

---

How do you calculate load bearing capacity of a waffle slab?

2711

---

what is density of 20mm coarse aggregate.plz send answer my below adress e.mail

2154

---

load combinations how many types for staad design purpose?

2175

---

How to convert 20 dia bar to 16 dia bar in beam without reducing the steel weight

1959

---

50 acre of land to be reclaimed for an average height of 2.5 mt. Dredging area is 500mx200m size. what is the dredging depth required to reclaim the area?

1973

---

can i get hindi version of is codes based on civil engineering?

4384

---

what is the code provision for acceptance of fineness modulus range for fine aggregates in design mix

5227

---

what is differences between ferrock and concrete ?

2090

---