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Discuss about the term - End Zone
It is the length of a post-tensioned concrete member, at the end, which is required to get a distribution of prestress over the whole of the cross- section of the concrete member. At the ends of post-tensioned concrete members, anchorages apply the prestressing force on only a part of the cross-section of concrete. As we move from an end towards the middle of the concrete member, the distribution of longitudinal prestresses occupies more and more cross-sectional area. The zone which lies between an end of the member and the section where full cross-sectional area of concrete is subjected to longitudinal prestress is known as end zone.
Retaining Walls: Needed to retain the fill portion, and generally constructed in dry stone masonry with pucca bunds (Figure). Figure: Typical Design for a Retaining
How the stabilization of black cotton soil was done in field? what are the methods to do that?
• A potential source of harm - Mechanical hazard - Electrical hazard - Cutting hazard - Toxic hazard - Fire hazard - Explosion hazard
The force exerted to the Tacoma narrows bridge was initially the wind resistance. The wind resistance cause the entire bridge to act as a system with forced vibration with damping.
Explain the Critical Depth d c is the depth of flow in an open channel that has the lowest energy. In rectangular open channels: (d c ) 3 = Q 2 /g(w) 2 In nonrectang
Features of a Stratigraphical Survey phase The principal features of a Stratigraphical Survey phase are: a) Determination of depth of ground water, thickness, extent and ap
write the types of foundation for black cotton soil and exxplin with drowing?
Draw the variation in total stress, effective stress, and pour water pres- sure up to a depth of 6 m below ground level, given the following data. The water table is 2 m below grou
Q. Local Scour at obstructions in rivers? When the water flow in river is deflected by obstructions such as bridge piers, scouring would occur arising from formation of vortexe
What is the station at Point B? SOLUTION 3 Station at Point A = Sta 22+45 Station at Point B = (Sta 22+45) + 1028' = 2245'+1028' =3273' = Sta 32+73
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