Are you having any structural design experience?2 4897
what is Quality Reporting?3 7459
what is coping?10 20602
what are the CAD software versions you have used?9 6188
Are you good at detailing and explain about the project you have worked on detailing?1 4077
What is softsoil? what kind of foundation?7 11750
What was your synopsis for thesis topic?
How is calculate the cube molt
manhole height is 1500 mm and width of brickwork is 230 mm dia of manhole covering is 560 mm brick masonry 1:4 horizontal length is 1500 mm and plaster 12 mm thick on both side 1:3. how to estimate the quantity of brickwork with mortar cement and sand for manhole chamber.
What is M40 _ TOR - EQ and B.F.S
if we know load bearing capacity of the soil and building load falling in each footing, then how to choose the type of foundation??? and if it is shallow foundation then which type of shallow foundation should be choosen i.e either strip or isolated or raft or combined or cantilever footing???????
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 painting co efficient of slope roof tiles?
How much percentage of brick bats allowed in CD-75 bricks
How much cement ,steel bar, concrete ,required for 416 cum rcc slab
Thumb rule for steel qty for 1m2 in kg/m2 column slab footing beam
how to calculate the mortar for 10'*10' size room for both plastering and for masonry work?
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
I just got a first job in Maharashtra and m a fresher. My task is estimate the cost of excavation of earth with J.C.B. can anyone tell me how to do this??
cud any one send me tech quest paper(civil engg) at firstname.lastname@example.org
how lap length is increased with increase of Grade of steel?
WHAT IS YOUR EXPECTED SALARY?