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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.
What is Bore Hole In exploration of area of limited extent the borings should preferably be located near the comers of the area. A minimum of three holes should be made un
They stop, or slow down erosion, and stop long shore drift. This, though, can have bad knock-on effects somewhere near.
A masonry wall with vertical back has a backfill 5 m behind it. The ground level is horizontal at the top and the ground water table is at ground level. Measured the horizontal pre
The plan of a proposed spoil heap is shown in Fig. The heap will stand on a thick deposit of soft clay with E-value 15 MN/m 2 . The uniform pressure on the soil may be suppose as 1
Explain Energy Grade Line (EGL) Graph of the sum of the potential, pressure and kinetic energies along a pipe or open channel. Energies are plotted along the y-axis above a dat
fabrication methods of ironmongery
different types of paints?
1 advantages and disadvantages of rise and fall methodes
Effect of rusting on steel reinforcement Corrosion of steel reinforcement inside a concrete structure is undesirable in the subsequent ways: (i) Presence of rust impairs
Two load tests were performed at a site-one with a 50 cm square plate and the other with a 75 cm square plate. For a settlement of 15 mm, the loads were recorded as 50 kN and 90 kN
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