What is the density of Cement, Fly ash,20 mm aggregate, 10
mm aggregate and stone dust?
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Define What is the force exerted by the Tacoma narrows bridge?
how many digree of freedom in four bar chain
Explain why concrete barriers have curved surface profiles?
how much of the strength comes from post-production curing
I am practising engineer. I am searching for tutorial of RCC T Girder design Example in staad pro.Do anybody has this?please help
All aptitude question of Bechtel
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
What Reinforcements Are Used In The Process Of Prestressing?
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
quantity of sand and cement for 10m2 plastering 10mm thick for the ratio of 1:4,1:3and its leabour data
How to convert 20 dia bar to 16 dia bar in beam without reducing the steel weight
What is the meaning of a blue land surveyors flag?
how to calclate the SHUTTERING TAKEN CONCRETE LOAD? WHAT IS THE LOAD BEARING CAPACITY IN STEEL SHUTTERING PLATE? WHAT IS THE CONCRETE LOAD IN (MASS) IN THE SHUTTERING PLATE. PLATE SIZE IS 120CM* 90CM CONCRETE WALL LENGTH IS 10M ,WIDE IS 60CM, HEIGHT IS 1.2M PLS TO SENT THE CALCULATION.
On what basis we decide the formation level of the road? other then that of 50% Cutting and 50% Filling??
Pls help me to arrive the rates for centering shuttering for highbay using H-frames?