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Determination of shear strength of soil with the help of the shear box. Determination of Unconfined compressive strength of soil specimen Determination of CBR of a computed soil in the unsoaked state.WCTM Campus, Farukh Nagar, Gurgaon, Delhi - NCR. Theoretical values should be computed using horizontal displacement formula.Set the initial reading of the dial gauge to zero.The experimental values of the influence line ordinate at the first hanger position shall be ix) Repeat the steps 5 to 8 for all other hanger loading positions and tabulate. Plot the influence line ordinates. Observation Table:Sr.No. Central load( kg ) Observed horizontal Displacement ( mm ) Calculated horizontal Displacement 0.0 1.0 2.0 3.0 4.0 5.0 6.0 Sample Calculation: Central load (kg) Observed horizontal Displacement (mm). Calculated horizontal Displacement H 5WL (a a4) 8r Precaution: i) ii) Apply the loads without jerk. Perform the experiment away from vibration and other disturbances. EXPERIMENT: 2 Objective: To study the behavior of a portal frame under different end conditions. Apparatus: Portal Frame Apparatus, Hanger, Dial Gauge, Scale, Verniar caliper. Formula: P Rcy 0, Rcy x) Repeat the above steps (1) to (9) for various ends conditions and loading conditions to obtain the deflected shape. Observation Table:Points on AC Table Distance of Dial gauge reading Point from C Initial Final Deflections ( mm ) Sample Calculation: 1) Portal frame with end conditions 2) Loading point x on Load applied kg Result: The horizontal displacement obtained theoretically and experimentally is nearly same, Precaution: i) ii) Apply the load without jerk. Perform the experiment away from vibration and other disturbances. EXPERIMENT: 3 Objective: To determine the deflection of a pin connected truss analytically graphically and verify the same experimentally. Apparatus: Truss Apparatus, Hanger, Dial Gauge, Scale, Verniar caliper. Diagram Theory deflection of a node of a truss under a given loading is determined: Where, deflection at the node point. T Force in any member under the given loading. U Force in any member under a unit load applied at the point where the deflection is required. The unit load acts when the loading on the truss have been removed and acts in the same direction in which the deflection is required. L Length of any member. A Cross sectional area of any member. E modulus of elasticity of the material of the member. Here, is the property of the member, which is equal to its extension per unit load. It may be determined for each member separately suspending a load from it and noting the extension. Procedure: i) Detach each spring from the member. Plot extension against load suspending load from the spring and nothing the extension. From the graph, obtain the extension per unit load (stiffness).Now place the dial gauges in position for measuring the deflections and note down the initial reading in the dial gauges. EXPERIMENT: 4 To study the behavior of a cantilever beam under symmetrical and unsymmetrical bending. Vertical axis Y U y Horizontal V X 450 X A V x B U y Y APPARATUS:Apparatus consist of an angle of size x x or in equivalent metric units of length 80cm is tied as a cantilever beam. The beam is fixed at one end such that the rotation of 450 intervals can be given and clamped such that the principal axis of its may be inclined at any angle with the horizontal and vertical planes. Also arrangement is provided to apply vertical load at the free end of the cantilever and to measure horizontal and vertical deflection of the free end. A dial gauge with magnetic base is supplied with the apparatus. THEORY:A member may be subjected to a bending moment, which acts on a plane inclined to the principal axis (say). This type of bending does not occur in a plane of symmetry of the cross section, it is called unsymmetrical bending. Since the problem related to flexure in general differs from symmetrical bending, it may be termed as skew bending. One of the basic assumptions in deriving the flexural formula f MY is that the I plane of the load is perpendicular to the neutral axis. Every has got two mutually perpendicular principal axis of inertia, about one of which the moment of inertia is the maximum and about the other a minimum. It can be shown that a symmetric axis of is one of the principal axis and one at right angles to the same will be the other principal axis. For beams having unsymmetrical such as angle (L) or channel sections, if the plane of loading is not coincident with or parallel to one of the principal axis, the bending is not simple. In that case it is said to be unsymmetrical or bending. In the present experiment for a cantilever beam of an angle section, the plane of loading is always kept vertical and the angle iron cantilever beam itself is rotated through angles in steps of 450. Considering the position of angle iron wherein the plane of loading makes an angle with axis of the section, which is one of the principal axes of the section. The components of the vertical load P along and axis are and respectively. The deflection and along and axis respectively are given P sin. L3 3EI VV (1) The horizontal and vertical components of the deflection can be calculated on the basis of the geometry available cos ) sin ) (6) Similarly, U cos sin sin cos (7) Therefore, the procedure of calculating the deflections would be Calculate and using equations (1) and (2). Compute using equations (3). Compute using equations (4) and to check the values using the equation (5) Calculate the required values of and using equations (5) and (6) separately. Clamp the beam at zero position and put a weight of 500gms (5N) on the hanger and take the zero loading on the beam to activate the member. Set the dial gauges to zero reading to measure vertical and horizontal displacement at the free end of the beam. Load the beam in steps of 1kg (10N) up to 4kg and note the vertical and horizontal deflections each time. Repeat the steps (1) to (3) turning the beam through 45 0 intervals. Problem of unsymmetrical bending will arise only in those cases where the legs of the angle section are in horizontal and vertical positions. In those cases both vertical and horizontal deflections need to measure. DATA SHEET: Material of beam modulus of the material (E) Span of cantilever beam (L) Sectional properties Size Ixx Iyy Iuu Ivv Area Data Table Sl. Angle No (degree. ) Load (kg)(N) Observed deflection (mm) 1. 0 2. 450 3. 900 4. 1350 5. 1800 6. 2250 7. 2700 8. 3150 Measured deflections (mm) PRECAUTIONS: Take care to see that you do not exert force on the free end of the cantilever beam. Put the load on the hanger gradually without any jerk. Perform the test at a location, which is free from vibration. Procedure: 1. Find b and d of the beam with the help of a vernier calipers 2. Calculate the theoretical value of (EI) from equation (3) and the above parameters. 3. Measure the main span and overhang span of the beam with a scale 4. applying equal loads at the free ends of the overhang beam, find the central deflection y. Repeat the process for different values of loads. You need a Premium account to see the full document. Option 1 Share your documents to get free Premium access Upload Option 2 Upgrade to Premium to read the full document Get a free 30 day trial Already have an account. Sign in here Help. 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Civil Engineering material testing - YouTube 27-03-2018 In this video you will understand Civil Engineering material testing,Watch and like my videos. Is it worthwhile to carry out tests on particle density of soil particles for geotechnical design. Located in Shanghai, with more than 20000 square meters building area. Dare to try leaders, modern workshop and fabricating equipments, professional dedicated RD team, thus make us the most professional company in this industry. Wether you are. Comprehensive line of petroleum laboratory instrumentation, both manual and automatic. Laboratory and industry ovens, climates, drying and heating chambers for materials testing: Binder, Shel Lab, Carbolite, Grieve, Despatch, Thermo Scientific. Strength of Materials Civil and. - Engineering SIU In each experiment, you will find material that relates to both the theory and the practical application of the laboratory in the study of mechanics of materials. In addition to material that you typically find in laboratory manuals, such as methods and materials, you will have access to video clips, photographs, and sample data sets further illustrating key concepts of the laboratory. Civil Engineering Materials Laboratory Civil and. This course introduces the concepts, techniques, and devices used to measure engineering properties of materials. There is an emphasis on measurement of load-deformation characteristics and failure modes of both natural and fabricated materials. Weekly experiments include data collection, data analysis, and interpretation and presentation of results. CE6611 ENVIRONMENTAL ENGINEERING LAB Manual, Anna University Regulation 2013 Civil (CIVIL) CE6611 ENVIRONMENTAL ENGINEERING LAB Manual for all experiments is provided below. Download link for CIVIL 6th SEM CE6611 ENVIRONMENTAL ENGINEERING Laboratory Manual is listed down for students to make perfect utilization and score maximum marks with our study materials. Structural Engineering and Materials Lab:: Civil. The Department of Civil, Construction and Environmental Engineering at the University of New Mexico has three well-equipped laboratories in which the physical and mechanical properties of Civil Engineering Materials are evaluated. The well-equipped laboratory is the most advanced of its kind in the country and have equipment, facilities and highly experienced laboratory technicians for detailed analysis of water, wastewater, industrial effluent, oil-drilling mud and cutting, air and noise quality. The unit load acts when the loading on the truss have been removed and acts in the same direction in which the deflection is required. It may be determined for each member separately by suspending a load from it and noting the extension. Civil Engineering Department Laboratory Manual - 6 - Prepared By: Parveen berwal Procedure: - (1) Detach each spring from the member. Plot extension against load by suspending load from the spring and nothing the extension. From the graph, obtain the extension per unit load (stiffness). (2) For initial position of the truss, load each node with kg load to activate each member. 8 Now place the dial gauges in position for measuring the deflections and note down the initial reading in the dial gauge.Also put additional load of 1kg, at L1, 2kg, L2, and 1kg at L3, and note the final reading in the dial gauges. The difference between the two readings will give the desired deflection at the nodal points. Central deflection y. (3) Calculate the deflection for the three nodes L1, L2, and L3 from the formula given in Eq. (1) and compare the same with the experimental values obtained in step 3. (4) Draw the Willot Mohr diagram for deflection and compare the deflection so obtained experimentally and analytically. Civil Engineering Department Laboratory Manual - 7 - Prepared By: Parveen berwal EXPERIMENT Aim: - To verify clerk Maxwell s reciprocal theorem Apparatus: - Clerk Maxwell s Reciprocal Theorem apparatus, Weight s, Hanger, Dial Gauge, Scale, Verniar caliper. Theory: - Maxwell theorem in its simplest form states that deflection of any point A of any elastic Structure due to load P at any point B is same as the deflection of beam due to same load applied at A It is, therefore easily derived that the deflection curve for a point in a Structure is the same as the deflected curve of the Structure when unit load is applied at the point for which the influence curve was obtained. 10 Procedure: - i) Apply a load either at the centre of the simply supported span or at the free end of the beam, the deflected form can be obtained.At frequency below resonant frequency (f0), what will be the nature of overall reactance ? A6.At f A Class 1 lever. 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