Feb 26, 2016

Feb 26, 2016

Feb 26, 2016

- Jul 07, 2017

## Pseudo Dynamic (PsD) Tests - Non Linear Structural Dynamics Techniques

PDT is a substructure technique which includes applying slowly varying forces to a structural model. The motions and deformations observed in the test specimens are used to infer the inertial forces that the model would have been exposed to
- May 08, 2017

## Laboratory Investigation of Hooke’s Law

Prepare the test specimen that is steel bar and find its diameter at tree different places and find its man value. Mark two points 8" a part of 2 ft long steel bar. Insert the bar in jaws for gripping the steel bar and select suitable bar on UTM. Place the steel bar and fix it.
- May 02, 2017

## Determination of Deflection in Over Hanging Beams

Take the beam model and place it on the table. it should be kept horizontally and firmly. Determine the length of the beam and also dimension of cross section.
- May 02, 2017

## Determination of Bending Moment in Beam

Take a beam model and place it on a table in such away that it should be horizontal and firm. Record the length and cross section. Set the deflection gauge at a point where the deflection is to be measured.
- May 01, 2017

## Experimental study of Laminar, Transitional and Turbulent Flow

The type of flow in which the particles move in a straight line in the form of a thin parallel sheets is known as the Laminar flow. Laminar flow denotes a steady condition where all stream lines follow parallel paths. Under this condition, the dye
- May 01, 2017

## Hydraulic Jump Experiment

Hydraulic jumps are very efficient in dissipating the energy of the flow to make it more controllable &amp; less erosive. In engineering practice, the hydraulic jump frequently appears downstream from overflow structures (spillways), or under flow structures (sluice gates), where velocities are height. A hydraulic jump is formed when liquid at high velocity discharges into
- Apr 30, 2017

## Sieve Analysis of Coarse Grained Soil

Arrange different types of sieves in order of there decreasing size of opening. Find the total weight of the given soil sample and pour it in the top sieve.
- Apr 27, 2017

## To Perform Marshall Stability Test (ASTM D6927)

Marshal test is extensively used in routine test programs for the paving jobs. The stability of the mix is defined as a maximum load carried by a compacted specimen at a standard test temperature of 600 °C. The flow is measured as the deformation in units of 0.25 mm between no load and maximum load carried by the specimen during stability test (flow value may also be
- Apr 26, 2017

## Experiment - Various Parts of Hydraulic Bench

Hydraulic bench is a very useful apparatus in hydraulics and fluid mechanics. It is involved in majority of experiments to be conducted e.g. To find the value of the co-efficient of velocity ‘Cv’, coefficient of discharge ‘Cd’, to study the characteristics of flow over notches, to find metacentric height, to find head losses through pipes, to verify Bernoulli’s theorem
- Apr 26, 2017

## To Determine The Metacentric Height Of a Ship Model

The intersection of the lines passing through the original center of buoyancy and center of gravity of the body and the vertical line through the new center of buoyancy.
- Apr 24, 2017

## Calibration Of Rectangular Notch

A Notch is regarded as an orifice with water level below its upper edge. Notch is made of a metallic plate and its use is to measure the discharge of liquids. These are used for measuring the flow of water from a vessel or tank with no pressure flow. Since the top edge of the notch above the liquid level serves no purpose therefore a notch may have only bottom edge
- Apr 21, 2017

## To Measure COD of WasteWater using Open Reflux Method

KMn04 was used as oxidizing agent for many time pb with KMno4 was that different value of COD obtained due to strength change of KMno4. BOD value obtained greater than COD with KMno4 means KMno4 was not oxidizing all the substances.
- Apr 16, 2017

## To Perform California Bearing Ratio Test

It is the ratio of force per unit area required to penetrate a soil mass with standard circular piston at the rate of 1.25 mm/min. to that required for the corresponding penetration of a standard material. The California Bearing Ratio Test (CBR Test) is a penetration test developed by
- Apr 16, 2017