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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.
State the process to calculate the Transmission Length It is the distance required at the end of a concrete member for developing the maximum tendon stress by bond.
Grading Limits for Fine Aggregates graph drawings
free body diagram of a walk bridge
Resultant force at a section We can determine stresses at top and bottom fibres, at a section of a beam, due to pre-stressing force and external loads. Using them, we can draw
Design a 10 unit rapid sand filter system for a flow of 6.3 MGD with a filtration rate of 2 gpm/sq ft. and an L: W ratio of 1.3. Design flow (Q) = 6.3 MGD = 6.3x106 gpd =
a street light is 15 ft directly above the curb. a 6 ft man starts 10 ft down the street from the light and walks directly across the street which is 10 ft wide. when he reaches th
give a brief definition of surveying and describe its fundamental purposes
Specify the various methods of soil exploration and mention the circumstances under which each is best suited. What do you mean by undisturbed sample? Define with a neat sketch
with a neat well labelled sketch, explain reciprocal ranging.
Describe the Geophysical Profileof Borings The variation in the thickness of the soil stratum for engineering application is known as the geophysical profile. Figure 1.2 shows
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