1)What is swear, swage and storm water? 2)What are the sizes of bricks based on Nominal, practical and standard? 3) What is the distinguies between the grade of cement 43, 53?
L&T,
4 100251)What is Suggested type of cement for concreting at water, for mass concreting and where the chaces of gettin attucked by salt? 2)How many types of camber? 3)why we always preffer short column in case of residential building? 4) Is there any advantages between the use of One way slab & two way slab? 5)What shoul be the % of steel for R. C. C. perpose based on volume & area ?
7 12394What are the dimensions of 1)Standard Brick 2)Nominal Brick What is the difference between them in terms of use ?
ASF, Grasim, HSS BIM, JPSC Jharkhand Public Service Commission, L&T, NCC, RNA, SEW Infrastructure, Simplex, TCE,
49 221245List out the densities of different construction materials such as brick, steel, sand, aggregate etc...
19 98970Theemergency provisions of the constitution of india were greatly influenced by: a)the government of india act,1935 b)the constitution of canada c)the weimer constitution of germany d)the constitution of the united states
3 6382Post New Civil Engineering Questions
please what are the required bars for a beams of 6mx6m and 450x300mm, one is continuous and the the second is discontinuous ..Its a commercial building (church)
Which brick is best for construction ,either fly ash or AAC BLOCKS
What is the difference between shear and tensile strength?
how to identify np3 pipe and np4 pipe
what is difference between GTS bench mark and temporary bench mark
What is critical path method (c.p.m)?
Gave a cantilever beam with 3 legs.Told to draw the bending moment diagrams, axial force diagrams and shear force diagrams.From BMD he asked to show how the reinforcement will be provided on the tension side.
how we calculate the vol.of wet concrete..?
What is braced excavation all about?
At one time what is the height of Lift for concreting for Bridge Piers Class B Loading and refer the code.
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.
how u design STAGING for Superstructure in BRIDGE construction?
How much 1 cum of M15, M20 & M25 concrete weigh?
What is type failure of road surface? how to repair the failure of road surface?
On what basis we decide the formation level of the road? other then that of 50% Cutting and 50% Filling??
