your own words, explain in detail the steps needed in solving for the unknown values of the following: a. Omitted Measurements Are in One Side    Case 1: Length and Bearing of One

QUESTION 2 The sides of a closed figure have been measured and found to have a total lenght of 4921.82. If the total error in the measurements is estimated to be equal to 0.25, what is the precision of the work. State only the denominator value and do not use any decimals.

This is an exercise to illustrate the effects of mesh refinement on a 1-d rod. To estimate the self-weight elongation (8) of the tapered conical rod shown in the figure. The diameter varies linearly from Do at the bottom to aDo at the top, where 0.1 < E Young's Modulus y Unit weight (Diameter at top) 8 clongation D (Diameter at bottom) a<0.5. Solve for L= 5m, y= unit weight of steel, E= young's modulus of steel, Do=3m and a=0.3. Solve the problem at least four times using an increasing number of rod elements (nels=2, 4, 6, 8). Make appropriate assumptions about how to deal with the changing cross-sectional area and self-weight loading along the length of the rod. A plot of the dimensionless tip deflection SE/yL? vs. number of elements (nels) used in the discretization to show convergence on the exact solu- tions of

Suppose we have a uniform beam that is 3.40metres long has a flexural rigidity of 31915N Find the deflection of the beam in millimetres if the beam is under a uniform load of 24Nmand is supported with simple supports at both ends. Fill out the table below with your answers. x�-coordinate Deflection (mm��) x=0.14 y(x)�(�) =  x=1.12 y(x)�(�) =  x=1.80 y(x)�(�) =  x=2.65 y(x)�(�) =  x=3.06 y(x)�(�) =  Enter as many decimal places as your calculator allows (8 to 10). Your answer must be within ±0.0005±0.0005 of the correct answer to be considered correct.

A wooden bar beam arrangement is shown in the figure. The beam is formed by nailing wooden bar and each nail has a shearing strength of 250 N and the beam is designed for a shear force of 3.2 kN. Find the spacing between the nails for this arrangement. 360 mm 20 mm 200 mm 20 mm ▬▬

UPVOTE WILL BE GIVEN. WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED. SOLVE IN 2 DECIMAL PLACES. BOX THE FINAL ANSWERS.

I need correct answer

A massless beam supports two weights as shown. Find W such that the supporting force at A is zero. L- L 4 4 2 826 N A B W Your answer

Hand written please

Q4. Express the group of variables length (L), kinematic viscosity (v) and velocity (V) as a dimensionless ratio. In other words, find out the dimensionless (pi) π term. Use Buckingham Pi Theorem Hep 1: variables m=3 Aep2. Choose a dimensional system MLT L=ALY V=CLT-¹) V=L²T-1