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Q.What Hydrographic data required for Design of bridge?
(i) Design discharge for bridge waterway and foundation with corresponding high flood levels. Frequency curve for annual peak discharges.
(ii) Gauge-discharge or rating curve at bridge site showing rising and falling limbs separately.
(iii) Hydrographs pertaining to normal year and also the one containing peak discharge for foundation design.
(iv) Rating curves should also be observed near the cross section at model boundaries. Alternatively low water and high water slopes should be reported.
In addition to its own weight, the beam in Figure is to carry a uniformly distributed live load of 12 kN/m. Figure 1 also shows the cross-sectional details of the beam. Design a
Question Does occurrence of rust have adverse collision to bond performance of bar reinforcement ? Answer In fact, presence of rust in bars cannot have adverse impact to the bo
The most probable value of the following observations on the same angle (35º 17' 42" ; 35º 17' 38" ; 35º 18' 00" ; 35º 17'; 22"; 35º 17' 42"); is most nearly: 35º 17' 40.8
assign for memory unit
know the planking and strutting for shallow excavation
Design a Cylindrical Open Caisson to be sunk by 30 m of sand to support a load of 50 MN. The allowable bearing pressure is 1700 kN/m 2 . Test the feasibility of sinking the caisson
Q. Can you explain Permeable Spurs? A permeable spur may be constructed by driving two or more rows of bally piles with sufficient penetration below riverbed level to provide a
An intersection has a total entering traffic volume of 42,000 vehicles per day. During the past three years, there have been a total of 35 reported intersection-related crashes.
problems in estimating especially in reinforcement works
procedure of drawing free body diagram
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