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Q: Given the shape below, calculate the moment of inertia about the horizontal axis, which passes…

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Q: Direction: A four hour unit hydrograph of a catchment is traingular in shape with base of 80 hours.…

A: 4 hour Unit Hydrograph triangular in shape Base=80 hours Area=720 km2 Base flow=30 m3/s Phi-index=1…

Q: 5/117 Determine the reactions at A and B for the beam subjected to the distributed and concentrated…

A: FBD of the given Beam: To Determine : Reactions at A and B

Q: Observations from unknown point Flagpole: 18°05'37'' King's Battery: 38°03'36'' Plumpud:…

A: Flagpole: Angle = 18°05'37'' Coordinates: X = +49835.50, Y = +59098.10 King's Battery: Angle =…

Q: 1.1 AN SPECIFIC ACTING VERTICALLY OPEN WEIGHT ON IN THE CUBICAL 8 kN/m³ SIDE UPWARD TANK OF UP A AND…

A: Width of Open Cubical Tank, w=1.8m ,Height of Open Cubical Tank, h=1.8m Specific weight of oil, ρg…

Q: What are comm

A: A hydric soil is defined as a soil, in its undrained condition,is saturated, flooded, or ponded long…

Q: 3)/ Three clay specimens, having small air-voids content were tested in a shear box under undrained…

A: Given; σ1 =1     σ2=2   σ3 = 3   in (kg/cm2)τ1  = 0.9  τ2  = 1.01   τ3 = 1.12   in (kg/cm2)

Q: PROBLEM: Project Name: Matabanako Elementary School Project Location: Taytay, Rizal Soil…

A: PROBLEM:Project Name: Matabanako Elementary SchoolProject Location: Taytay, RizalSoil…

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI=6×104 KN m2 To find: The beam deflection at point E.

Q: 6-10. Solve Prob. 6-9 using the Müller-Breslau principle. | -6 m + A -6 m- C + -6 m-

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Q: Re is a non-dimensional number to show the onset of turbulence Re pVD VD Res 2000 2000 Re $3000 Rez…

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Q: The sign has a mass of 100 kg with a center of mass at G. Determine the components of the reaction…

A: The mass of the sign = 100 kg The weight of the rod AB is to be neglected To determine:- The…

Q: Replace the force system shown below by a single force and determine where the line of action of…

A: The force system are given:- F1 = 75 kN  F2 = 120 kN F3 = 90 kN F4 = 180 kN  M1 = 300 kN-m To…

Q: ble 3 90 BM2 R STATION ΤΡΙ Table 4 BMI TP2 75 [B] at D 4.53 BS 5.21 Lille 1 AD DO 875 me.. IH [A]…

A: Back sight, fore sight, height of instrument and elevation of different stations is given in the…

Q: Highway, CBR test.

A: The load dial reading at 2.5 mm penetration = 33 divisions One division = 190 kg load Sustained load…

Q: What are the specific procedures involved in conducting structural database testing, and how does it…

A: Structural database testing focuses on verifying the integrity and functionality of the database's…

Q: accepted to 10 % then the eturn period for design should be? (b) 1-(0.9)0.10 (d) 1/(1+0.90.10) 0.10…

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Q: A N.C. clay was found to have -26°. The soil was tested under different types of riaxial compression…

A: ##For Normally consolidated saturated clay having c=0 ## Calculation for  given parts of problem…

Q: Determine the equations of the elastic curve, v(x), for the beam using the x, and x₂ coordinates.…

A: FBD of the given beam: To Find: The equations of the elastic curve, v(x) for the beam using the x1…

Q: Assign the vehicle trips shown in the origin-destination trip table to the network, using the…

A: While going from one node to other node, the path is decided based on the minimum travel time in…

Q: Use the virtual work method to determine the vertical deflection at joint C Acy of the frame shown…

A: The below frame is shown, EI is Constant

Q: For a design a concrete which will be exposed to seawater and sulfates in a structure that comprises…

A: Mix design is the selection and designing of proportion of ingredients needed for producing a…

Q: Draw the shear and bending moment diagrams and calculate the maximum normal stress. 25 kN - m 40…

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Q: The beam below has a fixed support at A and a roller support at B. It is subject to transverse…

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Q: The absolute maximum Bending Moment in a simply supported beam of span 20 m due to a moving udl of 4…

A: Simply supported beam of 20m span length Moving udl of 4t/m span over 5m To find Absolute maximum…

Q: Oven dry mass of a pat of clay is 10.8 gm and mass of mercury displaced on immersion is 84.2 gm. If…

A: Oven dry mass = 10.8 gm Mass of mercury displaced = 84.2 gm Specific gravity of solids = 2.72…

Q: If a contaminant is spilled in the area where an aquifer refills/receives its water from then the…

A: Whenever man-made substances like chemicals, oil, road salts, and gasoline contaminate groundwater,…

Q: the steel areas required for the section shown. The dimensions are limited to the values shown. If…

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Q: The portal frame carries vertical and horizontal forces as shown in the figure below. If Mp is equal…

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Q: Plot the shear and moment diagrams for the beam subjected to the loading shown. State the values of…

A: ##Calculation of SF and BM equations and Calculation of BMD and SFD  , and SF and BM at x=10m  #

Q: What is the Electronic Environmental Register

A: As a centralized platform for managing and utilizing environmental information and data across the…

Q: Rio Grande 500 Head lost due to pipe wall friction (consider PVC only) Velocity of water Percentage…

A: Given:Horizontal Length of the pipe =305mGross Head = 75m , Diameter of pipe=400mm=0.4mFlow…

Q: Average free-flow speed and the jam density observed on a road stretch are 60 km/h and 120…

A: Given data- Average free flow speed Vm=60 km/h, Jam density Km=120 vehicles/km, The relationship…

Q: As shown in Figure 7, members AC and BD are used to brace the pin-connected structure against a…

A: Factored load, 12 kips. A36-steel properties: fu = 58 ksi fy = 36 ksi

Q: . While designing a hill road with a ruling gradient of 6%, if a sharp horizontal curve of 50 m…

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Q: The penetration value of a bitumen sample tested at 25°C is 80. When this sample is heated to 60°C…

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Q: Problem 5. The frame shown is hinged to rigid supports at A and E. Find the components of the hinge…

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Q: 2 Rod reading on A Rod reading on B 1.71 6.25 Instrument at A Instrument at B 0.52 4.49 Rod

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Q: Use LRFD and select a W shape with a nominal depth of 12 inches (a W12) to resist a dead load of 150…

A: LRFD nominal depth, d= 12 in Dead load, DL= 150 kips Live load, LL= 200 kips Diameter of bolts, db =…

Q: Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 15 ເຄດາ -…

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Q: 1- Define underground storage tank systems and give some establishments that use USTs

A: Underground storage tank systems (USTs) are carefully designed and constructed…

Q: 4. Length of offset from long chord is equal to a)R-v R²-X² b) v R--X-(R-M) c)) √ R²-X² -(R+M) d) v…

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Q: Total degree of indeterminacy (both internal and external) of the plane frame shown in the Given…

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Q: Q2) For the table below. Find the equivalent axle load. For the standard axle load is 80 Axle load…

A: To calculate the equivalent axle load, we can use the concept of Equivalent Single Axle Load (ESAL).…

Q: A sign is required to be put up asking drivers to slow down to 30 km/h before entering Zone Y (see…

A: The condition is shown in the figure- Slow down speed =30 km/h, Distance required to slow down =174…

Q: Q1 constant. Determine the slope and the displacement at C. El is 12 k-ft JA 4 ft 6k 6 ft B

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Q: A sand sample of 35 m² cross sectional area and 20 cm long was tested in a constant head…

A: Cross-sectional area = 35 m2 Length = 20 cm Under a head of 60 km, Discharge = 120 ml in 6 min. Dry…

Q: The moment at the indeterminate support of a two-span continuous beam of 6 m each with simple…

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Q: Problem 3 Complete 5.130 from the course text. 5/130 Determine the shear force V and bending moment…

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Q: 9-4 Determine the deflections at the middle spans for the following simple beams. (neglect the…

A: a) b)