what is the weight of 8mm dia steel with 1 meter length.
Is there any formula to calculate the weight for any given
diameter
Answer Posted / shahzad
steel weight formula d^2/162*L
Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
4. Differentiate between NC and OC soils. Draw curves for (i) Stress vs Strain (ii) Volume charge vs Strain (iii) Pore pressure vs Strain for these soils
What Are The Different Type Of Slump Test Indications?
How you can use different dimension tools in cad? What are the different dimensions available?
what is derating factor in cable? what does it mean if derating factor is high/low in terms of thermal resistivity of soil?
Define What is the force exerted by the Tacoma narrows bridge?
I need Bhel engineertrainy test papers in civil engineering please send to email id - hisandy66@gmail.com
How do you calculate load bearing capacity of a waffle slab?
how to calcualate the amount of stone,cement,sand required for 1cum of 450mm thick ruble stond masonary with ratio1:5, please me an answer with dtailed step
I want to know the material required per Square foot in rcc roof i.e.Steel ,Cement,
i) Distinguish between Theodolite and dumpy Level? (Marks-8) ii)Distinguish between Viscous and Turbulent flow? (Marks-8) iii) Distinguish between nominal and design mix? iv) What is standard sand? v) Explain the term plane stress? Vi) Differentiate between principal plane and principal axis? Vii) write short notes on Elastic limit of structural steel? viii) Write short notes on stress concentration? ix) write short notes on "Grading of Sand" ? x) How many grades of concrete are there under standard concrete?
what is the proper procedure in conducting a california bearing ratio penetration test on soil on cbr machine?
Give me an example of a time when something you tried to accomplish and failed.
Spider cracks occur in beam bottom due to––
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
calculate the quantity of water for 1:6 cement mortar