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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.
Explain with lime soda process?cold lime soda process&hot lime soda process and it''s equations?
Explain what is Stationing - Transportation 1) Stationing concept is used along horizontal alignments for referencing purpose 2) 1 station = 100 feet 3) How do you repres
how to rectify tilt of well
Takeoff the 3 elements for the following bridge pier components: 1. Pier Footing, 2. Pier Column, 3. Pier Cap (Top). • Misc Items to include Shear Key. • Misc Items to exclude Reba
what is breast retaining wall?
Please help me to write a c program to find strength and efficiency of lap joint, single cover butt joint, double cover butt joint
Obtain the values and direction of the supporting reactions of the truss given below. Use the method of section to determine the forces in each member.
Compute Interior or Intersection Angle for the following circular curve: Answer- I = 180° - 60° - 60°= 60
Seasoning of Timber It is a process by which moisture content in a freshly cut tree is reduced to a appropriate level. The durability of timber is increased by doing so. The se
A partially saturated soil from an earth fill has a natural water content of 19% and a bulk unit weight of 19.33 kN/m 3 . Suppose the specific gravity of soil solids as 2.7, comput
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