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1. The center line elevation of the proposed roadway at station is 345+25.50 is 327.36-ft. The existing ground top of cut elevation (ft) is most nearly:
2. A design engineer commissioned a test pit to determine the top of pipe elevation for a sewer extension project. The existing sewer pipe is an 8-ft o.d. reinforced concrete pipe with wall thickness 10-in. A back sight to a local benchmark with an established elevation of 45.66-ft is obtained with a level and a rod reading of 4.91-ft.
A foresight is taken to a rod resting on the top of pipe with a reading of 12.43-ft.
Calculate The invert elevation (ft) of the sewer pipe.
When I use allowable stress design, how can I get depth of N.A and resultant force of Compression at triangle section? It''s Reinforced Concrete...
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Ask question Design the pavement by group index method for heavy traffic using following subgrade data Soil passing 75micron sieve =65%,liquid limit =40%plastic limit =20% #Min
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Hi Sir I have a graduation project part (A) in this semester. I have chosen topic (Analysis and design of Swimming Pool). I got this project ready from friend so I want Presented
Q. How can a temporary diversion to laid a cross flowing river in case of disruption to rail traffic over a major bridge lasting over 6 months. Ans.- Temporary diversion
Edge piles take up more loads than central piles in rigid cap Because of the effect of interaction of individual piles, central piles tend to settle more than the edge piles w
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