Answer / a

To avoid deflection

Answer / sruthi

to avoid bending

Answer / sachinprakash05

to give load at one point

Answer / mustafa mohd layeak

To reduce bending moment.

Answer / balakrishnan v

to give load at one point

Answer / harsh

for a given dept of the beam, a larger span can be achieved
by propping.

Answer / ramesh sk

to avoid twisting in the support

in which measurment pitot tube is used

6 Answers  

what is the depth of a pile foundation??density of wood?? nominal mix ratios for different grades of concrete? effect of earthquake on structures? bending moment and shear force diagrams and also learn to find out the deflection..how is under water concreting done??

0 Answers   IOCL, KRR,

for pretensioning which will yield first and same for post tensioning?

0 Answers  

Drar the reinforcement detailing of Internal Hinge ?

1 Answers   Rites,

how many bags of cement,sand and Aggregate to p.c.c. of 1:2:4 ratio.

4 Answers   Isaac Designs,

can we compare the combined core of DBM and BC density with average density of Lab DBM and Lab BC density

0 Answers   MPRDC,

Suggest how many column, beem, etc required for 30 mtrs x 21 mtrs width x 8mtrs height for industrial shed of ground floor. I want to know the quantity of tmt steel consumption and Concrete consumption for budgeting

0 Answers   Vishal Pipeline And Engineering,

how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?

0 Answers  

What is the thickness of slab for 600 sq each) 2 slab construction. What should be the size of steel rod?

0 Answers  

wat would be the probable interview questions and GD topics for IOCL exam?

0 Answers  

why we use cement for concrete

7 Answers  

Define What happens to Load at yielding ?

0 Answers