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1. Can you enumerate the benefits of individual wall method of estimation?
2. Estimate the single room of size 3m x 4m x height 3m using individual wall method?
3. Which method you will choose - center line method or individual wall method for estimation of buildings?
4. Write the parameters you should keep in mind while estimating the RCC structures?
5. A singly reinforced concrete beam is 200 mm wide and 400mm deep to the center of the tension reinforcement which consists of 4 bars of 16mm diameter. If the stresses in concrete and steel are not to exceed 5N/mm2 and 140 N/mm2, Estimate the various materials for the said beam?
6. A single room has four columns of size 400mm x 600mm x 3m. Estimate the total concrete required? Also estimate the various constituents of concrete? Use M20 grade of concrete? Assume the suitable data.
Keywords of Airport management: Air Traffic Control: A system by which air routes, flight rules for flying aircraft and navigational facilities are provided in an airport.
A proposed building site requires 135,000-ft 3 of imported fill. A borrow site is located 5-miles Northeast of the project site where the soil has a shrinkage of 16%. The amount
difference between RCC and RBC
Unsealed contraction joints in concrete pavement For unreinforced concrete pavement, contraction joint is an approximately 3mm wide groove with a depth of about one-third to o
Q. Evaluate the Length of guide bund? For encouraging axial flow through the bridge, upstream length of guide bund may be kept 1.0 to 1.5 times the bridge length and downstream
The thickness of a saturated specimen of clay under a consolidation pressure of 100 kN/m 2 of is 24 mm and its water content is 20%. On enhance of the consolidation pressure to 20
Q. Formation of pedestrian level winds around buildings? When a building blocks the wind blowing across it, part of the wind will escape over the top of the building. Some will
DISTOMIT
differentiate between components and resolved parts
Explain the Wetted Perimeter (P) The linear length of the interface between the fluid's cross-sectional plane edges in contact with the pipe or channel wall.
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