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1. Elastomeric bearings must not be placed one behind the other along the longitudinal axis of the girder on a single line of support under any circumstances.
2. Bearings of different plan size must not be installed next to each other (on the same pier) under the same girder/span.
Different plan area will lead to different value of 'δ' for given values of H, h and G as under:
3. The contact surface between the bearing and the bed block must be horizontal to avoid tangential force due to gravity coming on to the bearing (maximum tolerance 0.2%.
Q. What do you mean by Piston sampler? In sampling silts orclays, Piston sampler is lowered into boreholes and piston is locked at bottom of the sampler. This stops debris from
composition of cement in cover bag should be written or not/ If written which country uses ?please specify the name ?
Physical Classification Based on the structure, the rocks can be classified as following: Stratified rocks Un -stratified rocks A. Stratified Rocks: These ro
Define Overloading - Deterioration in Steel? Steel structural elements are sensitive to impact damage from moving vessels and other types of accidental overloading. Impact or c
Embankment Construction: Selection of Soil Soil is the material used for embankment construction, though other materials like rock and fly-ash are also used in specia
Absolute pressure is measured from a vacuum (0 PSI) and atmospheric pressure is14.7PSIa or 14.7 PSI above a vacuum 1PSI on a tire pressure gauge is known as 1PSIg = 15.7PSIa 10PSIg
Q. What is Imp rest Stores? Material obtained not for specific works but as a standing advance for the purpose of material urgent requirements as and when they arise should wit
find the equation of the line with slope 4 and passing through the point of intersection of the line x+6y-4=0 ad 3x-4y+2=10
please explain about system engineering in civil
Explain some Important Points for Hazardous Waste The mixture rule prevents dilution of waste for the purposes of escaping RCRA regulation. Mixtures of a listed hazardous w
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