sir when can we expect the AEE results and when will be the interviews sheduled please guide us in this regard thanking you
What is the capacity of Maharashtra in power generation by winds?5 5441
what is poissons ration of steel?11 14366
Is Sugar a retardar or accelator or plasctizer?5 6495
what are the criteria for choosing the span for the bridge (highway bridge)4 4072
Why we do design mix of concrete when there is nominal method using the IS-Code available ?14 17707
wat happens to the foundation when only live & dead loads are considered( wind load is excluded) during the design of tall structures. options are: a)only settlement in the internal structure and not external structure b)only settlement in the external structure and not internal structure c)no differential settlement d)none of the above4 5686
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??2292
I need Bhel engineertrainy test papers in civil engineering please send to email id - email@example.com
can u plz send me ntpc placement papers(civil engineering) at firstname.lastname@example.org and which types of questions are aked by ntpc10 7834
why do you desire to change from your current position?1 3453
How to Know that veriation acceptable in CPWD Work Of 1:6 Cement Mortor Received Lab test report.
what are the layers of the national and heir aprox thickness??
why steel tanks are provided (a) for water pressure (b) for wind pressure (c) for earthquake pressure
which software is better for design and analysis of buildings (stadd pro ) or (Etabs)
strength vs shape factor
I am a civil engineering student and going to attend interview in this week in an IT company.Will they ask me questions about my area of interest or cs
What type of tensile strength is handling by crank in beam? Thanks.
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
what is the cost difference of a same structure when it is constructed with brick masonary and when it is constructed with block masonary and concrete as a frame structure????????????????????????
why we use aggregate,sand with cement in concrete?
how to calculate spacing rod in column
how we can find sieve #4 is 4.75mm?
how to calculate 1:5:8 ratio concrete cement, sand, metal and water please give me brief calculation
why +1 to be followed for calculating the no of bars in BBS. Please explain
WHAT GOAL DO YOU HAVE IN YOUR CARRIER?