X1 64 71 53 67 55 58 77 57 56 51 76 68 57 59 49 62 51 50 55 48 52 42 61 57 8 10 6 11 8 7 10 9 10 6 12 9 X2 Fit a multiple linear regression to the data. What is the coefficient of x1? Round-off answer to 3 decimal places.

Q: Determine the magnitude of F1 for equilibrium. Set F2 = 6.0kN. Determine the angle

A: Given :

Q: 5) The wide flange beam shown supports the concentrated load Par uniformly distributed load of 2P.…

A: Distributed load =2P2=P KN/m      ∑MD=0      RD×5=P×3+2P×1       RD =5P5=P         ⇒RD=P…

Q: 7. Fissile or foliated metamorphic rocks are mono mineral or multi minerals? 8. Which one has more…

A: Multiple choice Questions 7. foliated metamorphic rocks are monominerals 8 clay contain more water…

Q: Draw the shear and moment diagram for Beams ACD and DE that are supported at A, C, and E, and are…

A:

Q: Compaction test in the laboratory gave maximum dry unit weight of 18.15 kN/ m3 mo at optimum…

A: Given data- maximum dry unit weight-γd=18.15 kN/m3optimum moisture contentOMC=w=15%=0.15Specific…

Q: Compute the discharge of water through 75 mm pipe if the mean velocity is 2.5 m/sec.

A:

Q: ratio=0.1. Inner dia= 0.5 Out oumforicalan arco Vologit

A:

Q: ompressible fluid was found to Cain value. Show that under the ction of the venturimeter can b

A: solution of above problem is below:

Q: Write the shear and moment equations for the beam shown. Using area method, draw the shear and…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: PROBLEM 8 What is the head (m) on a V-notch weir (Ca = 0.58) for a discharge of 225 liters/s (a) if…

A:

Q: A line CD starting at any point, C, is 8 m long bears N 35° W, and slopes downward from C to D at…

A:

Q: O The wide flange beam shown supports the concentrated load P and a total uniformly distributed load…

A:

Q: at support B using Force

A: We know that defelction at distance 'x' due to udl w foo canteleiver beam isδ1=wx224EI(6L2-4Lx+x2)We…

Q: Q5// In the fig. shown find discharge (Q). note that :Pwater = 1 kg/m3; Pmerciry = 13.6 kg/m3…

A: For mercury  Density qm=

Q: : The most common rock types Igneous rocks O Sedimentary rocks O Metamorphic rocks O :It deals with…

A: 1. Sedimentary rocks The most common type of rocks on earth are sedimentary rocks. These are formed…

Q: 6) The simply supported beam with given cross-section supports the loads as shown. Determine the…

A:

Q: here u, v, w are the dire

A:

Q: The plane rectangular gate can pivot about the support at B. For the conditions given, determine the…

A:

Q: How does engineering mathematics in civil engineering help us in our daily lives? give some examples…

A: In order to execute her job, a civil engineer must apply practically every type of arithmetic at…

Q: A telephone company purchased a microwave radio equipment for P6M. Freight and installation charges…

A:

Q: :Hardness of Gypsum is more than hardness of Diamond O Talk O Calcite O :The ratio of volume of…

A: to solve - given multiple Choice questions

Q: Q4// In fig shown the pipe line have (QA=15 L/s), (DA=100mm), (DD=50mm),,(DB=DC=25mm),(QB=3QD),…

A: Dynamic viscosity = 0.088 kg/ms  Kinematic viscosity = 0.0001 m2/s Velocity in pipe C (Vc) = 4 m/s…

Q: 1) Timbers 200x300 mm and 5m long, simply supported at top and bottom, helps a dam to hold water 3m…

A:

Q: A W12×26 tensile member with no holes

A:

Q: 1 y 1 3 m 2 3 1.0 kN (2) 3 m 4 m 0.5 kN

A: MEMBER J K L AE θ Cx Cy 1 1 2 5 1 53.13 0.60 0.80 2 3 2 5 1 126.87 -0.60 0.80 3 1 3 6 1 0 1.00…

Q: 5 kN 70° 7 kN Determine the magnitude of F1 for equilibrium. Set F2 = 6.0kN . Determine the angle…

A: Given F2= 6kn Need to find F1

Q: Q7/ Lake A losses feed Lake B. The distance between them is 3.5 km. Lake A has a water level of…

A:

Q: fy = 345 Mpa f'c = 28 Mpa Determine the moment arm of the beam in mm in 3 decimal places.

A:

Q: - A rectangular channel having a bed slope of 0.0001, width 3.0 m and Manning's coefficient 0.015,…

A:

Q: Ise double integration method to determine the eflection at points B and D of the beam shown. 2 k/ft…

A:

Q: Slumps always appear in the shear zones True O False O When resisting forces are more than driving…

A:

Q: The composite section For the beam shown is subjected to sagging bending moment of 100KN.m,…

A:

Q: 1. Locate the centroid of the shaded area shown. Draw the figure with the centroid. 16 cm 8 cm 8 cm…

A: Answer We can determine the centroid of given Composite section using the centroid formula as shown…

Q: A gravity retaining wall of top width 1 m and base width 3 m and total height of 10 m is retaining…

A:

Q: A 2m B 10kN/mm 4m C 2m

A: Draw the shear - force and bending - moment diagrams for the beam shown in the figure .

Q: F₁-20kN, F₂=40kN F-15kN, F= 40kN Determine the moment about O of the forces. 2m A 60° F F₁ 3m B F…

A: Given values, F1=20 KN F2=40 KN F3=15 KN F4=40 KN

Q: 3 The moist unit weight of a soil is 19.2 KN/m^3. Given that Gs = 2.69 and w = 9.8%. Determine: Void…

A: KINDLY NOTE: As per our guidelines, we are supposed to solve the first question, in case multiple…

Q: 3. What is the weight of a steel ball whose radius is 20 inches? The density of steel is 7.8 g/cm³.

A:

Q: Q2// A Venturi meter is to be fitted to a 12.5 cm radius pipe, in which the maximum velocity is 2.44…

A:

Q: There is a horizontal external force P = 4kN applied on point B. The axial rigidity EA of all truss…

A: P = 4KN

Q: find discharge

A: This question is taken from fluid mechanics

Q: In the inclined manometer shown in the figure below, the reservoir is large. Its surface may be…

A:

Q: 2. Determine the total cost of earthworks and draw the mass haul diagram of a highway section having…

A: Mass haul diagram A mass haul diagram shows the material moved in the proposed design site in…

Q: The height of the capillary rise of water increases as particle diameter increases True O False O…

A:

Q: After conducting a tri-axial test on a sand sample, the normal and shearing stresses on the  failure…

A:

Q: A particle moves along a straight that its displacement at any time by S=(t^3-6t^3+3t+4) The…

A:

Q: Given:  fy = 345 Mpa f'c = 28 Mpa Determine the Nominal Moment Capacity in kN-m in 3 decimal…

A: Given: f'c=28Mpafy=345Mpad=600mmb=250mm It's given that we have 3- bars of 28mm each, Therefore area…

Q: PROBLEM 6 Water flows at a rate of 8.80 m³/s over a broad-crested weir that is 1.8 m high. Determine…

A:

Q: at under th imeter can l

A: solution of a above problem is below:

Q: Problem 3 For the beam shown in the figure, a) Derive the equation of the elastic curve. b) Compute…

A: w = 300 N/m = 0.3 KN/m  M = 2.7 KNm

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.