Using Hazen Plotting position, Fit the Lognormal Distribution.

Q: 3. Given: Channel's cross-section shown below Find: (1) y and (2) moment of inertia about x-axis 50…

A:

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: A closed traverse

Q: Line weights can be scaled in the plot window. O True O False

A: The heaviness and visual lightness, darkness represented in drawing is known as line weight.

Q: If the elevation of A (benchmark) is 45.074 m, formulate A, B, L and X matrices to adjust the…

A: Given:- The elevation of point A (benchmark) = 45.074 m The following leveling is also given From…

Q: Find ex, ey and y. NOTE: ex and ey in mm/mm and y in radians

A: Strain in x and y directions should be calculated and the shear strain should also be calculated.

Q: CASE 1. 3. BEAM STEEL IE ALUMINIUM Hel ALLI MILIM (mm) 16 40 40 (mm) 16 40 40 (mm) na 3 3 (mm) na 3…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: With your pencil, make a dot on the position of your best visual estimate of the centroid of the…

A:

Q: 5 - A thin-walled pressure vessel is subjected to internal pressure p = 1 MPa. What is the maximum…

A: Given, Internal pressure (p) = 1 MPa  Maximum allowable tensile stress = 80 MPa

Q: A Bo Fig. P2.26 35° D 2.26 Member BD exerts on member ABC a force P directed along line BD. Knowing…

A:

Q: An I-section beam ABC has a constant EI and is loaded as shown in the figure below. This beam has a…

A: Note : As per bartleby guidelines, only first 3 subparts can be solved. For rest of the parts,…

Q: 2. The following values were determined in a series of tape measurements of a line: 920.58,…

A:

Q: Determine the x-coordinate of the centroid of the shaded area by integration.

A:

Q: Latitude and Departure equations will never return positive values. False True

A: False

Q: There is a three sided plot of land that you need to define. Based upon your field measurements with…

A: Calculating the closure error is necessary to determine whether the closed traverse meets Ohio's…

Q: 3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length…

A:

Q: Two spaces may be related to each other in several fundamental ways. Determine the right type of…

A: Spatial relationship defines how two bodies are located in space in relation to each other.

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Dinntor in milinetors ::

A:

Q: Using Centroid by Integration, determine the x- and y-coordinates of the centroid of the shaded…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: The sides of each square are 5m long. Complete the data using the given figure by giving unique…

A: Data given

Q: Determine the x-coordinate of the centroid of the shaded area by integration. y 18 28 --x 25

A: X= 14.324mm

Q: Use virtual work to find the displacement at point C

A: We will apply unit load at C.

Q: Locate the X–X and Y–Y centroidal axes for the area shown.

A:

Q: Mannings equation can only be used to find one value of velocity at a time. True False

A: Given data in question Mannings equation  To find out  Is the given statement true or false Note V =…

Q: #2 Draw the influence lines for (a) the vertical reaction at A, (b) the shear at C, and (c) the…

A: Total length = 5+4+7+3 = 19

Q: The shaded area shown below is bounded by the line x4 m on the left, the-axis on top, and the curve…

A:

Q: ANGLE MEASURED VALUE ẢNGLE MEASURED VALUE 31 2 o' 24" 4759' 40" 137 10' 29" 57°02' 42" 1 00°40' 25"…

A: Assume AB = 2466.23m

Q: Practice Problem 1 A steel beam having a simple span of 8 m is subjected to a moment M at the left…

A: Given,L= 8mmoment M at the left end (Clockwise) and 25% of M at the right end (Counter clockwise).no…

Q: Solve for the external and internal reactions of the structural members shown.

A: NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Double Integration

A:

Q: Usingvirtual work determine displacenent lat' Bi 3 ET 12,5 +2, 5 1o00 (IN) A

A: By the principal of virtual work, deflection at any point of the beam can be calculated as: Now,…

Q: Problem 4: Locate the centroid x of the area. y 4 m 1 ! y = 4 16 -8 m-

A:

Q: 1. Find the coordinates or ordered pairs for v-t and a-t graph of the given position function 25t3 S…

A: we have to find the coordinates of velocity and acceleration

Q: For the frame shown below, calculate: a) the vertical displacement of Point E, b) the horizontal…

A:

Q: given:f'c= 4 ksi, fy=60 ksi using the transformed area method find Mu

A: Given- A T-beam section f'c= 4 ksi, fy=60 ksi. 3 bars of steel of diameter 9mm effective depth,…

Q: 14. Shown in the accompanying Figure C are the measured offsets from a traverse line AB to an…

A: Given: Required: Area using trapezoidal, Simpsons and difference

Q: 1/2 Determine the magnitude of the vector sum V V + V2 and the angle 0, which V makes with the…

A:

Q: A polygon has the following data as given in the table Determine the adjusted measurement of its…

A:

Q: Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given a…

A:

Q: Determine the angles made by the vector V = -57i+ 30j with the positive x- and y-axes. Write the…

A:

Q: disk. Calculate the vector components normal to the sloped surface. y B (0, 6, 0) ft F I2 ft 8 ft 10…

A: Consider a line on the sloped surface from the disk A perpendicular to the surface as shown in the…

Q: Determine the x-coordinate of the centroid of the shaded area by integration. y I 28 | 18 25 Answer:…

A:

Q: STILL MISSING SOME PARTS OF THE QUESTION THE LAST 5 BLANKS AFTER Q PLEASE SOLVE

A:

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.