lab report 2

Subject: Mechanics of Deformable Bodies

I need the answer as soon as possible

Name and explain some commercial ways on how to treat water hardness.

Describe the basic mechanical behaviour of CFST.

A container holds two layers of different liquids, one fluid having a specific gravity of 1.1 is 30cm deep and the other fluid having a specific gravity of 1.6 is 40cm deep. A solid cubical metal having an edge dimension of 18cm and specific gravity of 6.5 is submerged such a manner that half of the cube is on the top layer and the other half in the bottom layer of fluids with the square base of the cube horizontal.   Help me compute the weight WCUBE of the cubical metal in newtons, compute the buoyant force BFCUBE in newtons acting on the metal object, and compute the tension T in newtons in the wire holding the cube to maintain its position. please draw a figure

Statics of Rigid Bodies (S2) Note: I will report you if you answer this post multiple times so please follow it.Thank you for understanding, Tutor! Content Covered: - Analysis of Structures Direction: Solve the problem below by giving the complete solution. In return, I will give you a good and high rating. Thank you so much! Note: Be careful with the calculations in the problem. Kindly double check the solution and answer if there is a deficiency. And also, box the final answer. Thank you so much!

Answer the The Average,Volts

Please help me quickly please all pleas all requirements

i! Video Editor Discussions 1- What are the differences between torsion and tension tests? 2- Which engineering applications do you think that torsion test is vital? Give three examples.

This is Mechanics of Deformable Bodies : Load Classification

Please create a calculation with the provided information. Provide formulas, data and fbd. Thanks!

Fixed/built-in or encastré beams are usually used in structure due to their high stability and performance in resisting shear stress and bending moment. Your role in building and construction company is to analyse the shear force and bending moment in order to provide better design of such beams under variety of loads. Your manager asked you to provide a complete analysis as well as to deliver a report including your design recommendations. 100 kN/m 150 kN I (m) 10 7 Figure.3: Encastré beam under variety of loads Your tasks are as follows: 1- Construct free-body diagram (FBD) to show the reaction forces and moments, equivalent force of the distribution load., knowing that the upward reaction force on left side is 250 kN and the reaction moment is clockwise with a value of 1500 kN. m. 2- Determine the required region of sections (i.e., sections' cutting) and show the assumed internal shear force and bending moment on each cut in the beam.

(1)Statics of Rigid BodiesNote: If you have already answered the problems in this post, kindly ignore it. If not, then answer it. Thank you, Tutor!Content Covered:- Analysis of StructuresDirections:Solve the problem below by showing the complete solution. In return, I will give you a good rating. Thank you so much!Note: Please be careful with the calculations in the problem. Kindly double check the solution and answer if there is a deficiency. And also, box the final answer.Thank you so much!

HELLO SIR, COULD YOU SOLVE THIS TABLE TOPIC ABOUT STRENGTH OF MATERIALS LABORATORY ?BENDING TEST SECOND STAGE Example: Copper Material Distance between anchor= 100 mm L=1m h = 6.5mm, b = 25.5 mm I=bh³/12=583.6 mm* Y=h/2= 6.5/2 Mass 1/R F (N) R (m) 02 (N/m²) 01 E (N/m²) (gm) (m¹) 100 0.981 961.238 5.463 105 328.947 10.926*10 14.00810¹0 1.04 10³ 11.06*10¹0 200 1.962 300 400 COO 500 600 7 700 8 800 9 900 10 1000 5. CALCULATION M E == R Where: M- Moment I= Area Moment of Inertia (kg/m³)=bxh (m³) 12 o Stress (MPA) y c Thickness-h/2 (mm) E-Young's Modulus R- Radius of Curvature (mm) If an arm is subjected to a bending moment, we can use Equation (1) to calculate (bending stress, bending amount, bend radius of the bar, modulus of elasticity of the bar material). By knowing the magnitude of the effective moment (M) and the moment of inertia of the rod section (I), and in the given case in the experiment. the radius of the rod curve (R) can be calculated with an acceptable approximation…

Parts a-c already posted please answer d

PROBLEM 05: A glass (SG = 2.6) is filled to a depth d with linseed oil and allowed to float in a tank of water. To what depth in inches can the glass be filled with linseed oil such that the tank water will just reach the brim of the glass?

(4)Statics of Rigid BodiesNote: If you have already answered the problems in this post, kindly ignore it. If not, then answer it. Thank you, Tutor!Content Covered:- Analysis of StructuresDirections:Solve the problem below by showing the complete solution. In return, I will give you a good rating. Thank you so much!Note: Please be careful with the calculations in the problem. Kindly double check the solution and answer if there is a deficiency. And also, box the final answer.Thank you so much!

(3)Statics of Rigid BodiesNote: If you have already answered the problems in this post, kindly ignore it. If not, then answer it. Thank you, Tutor!Content Covered:- Analysis of StructuresDirections:Solve the problem below by showing the complete solution. In return, I will give you a good rating. Thank you so much!Note: Please be careful with the calculations in the problem. Kindly double check the solution and answer if there is a deficiency. And also, box the final answer.Thank you so much!

I have been over this problem several times I believe the issue may be in my equilibrium equations.