MISSING RAINFALL DATA

Q: 3. 5P (kN) P (kN/m) 2.7P (kNm) 50° 3m u. 2m 3m 3m

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Q: 4. Determine the required Zx prismatic beam shown below using elastic and plas analysis. Loads are a...

A: We have to determine the value of required Zx prismatic beam shown using elastic and plastic analysi...

Q: how did you get the 0.054 lb/in^3 ?

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Q: The steel truss supports a 6000-lb load. The cross-sectional areas of the members are 0.5 in.2 for A...

A: Given data,  Load = 6000lb AB cross section area = 0.5 in² BC cross section area = 0.75 in² E = 29x1...

Q: Determine the maximum service load P that can be resisted safely by the welded connection shown. Use...

A: We have to determine the value of maximum service load P that can be resisted safely by the welded c...

Q: Question 6 Solve the given frame using virtual work method. Assume E- 200 GPa and I- 800 x 106 mm. F...

A: Virtual work method is not required here as structure is having one fixed support at A. It is an det...

Q: Calculate the radius of the 1st curve. Calculate the radius of the 2nd curve. If Station PC is at 16...

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Q: Exercise For Practice 924 $12 30 50 FV X

A: Isometric Projection: Isometric Projection is a type of pictorial projection in which the three dime...

Q: determine the stress at the bottom fiber of the beam at midpan after 20% of the losses at

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Q: It is required to calculate the moment about point A for the following structure. 30 A 120mm Moment ...

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Q: 270 kN 45 kN/m В 3 m 3 m 3 m El = constant E = 200 GPa I = 1665x10°mm

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Q: strength parallel to the grain. The max load at failure is 12,000kgf. Determine the compressive

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Q: What is the importance of aborption of aggregate to asphalt concrete? Answer in 3-5 sentences.

A: The importance of absorption of aggregate to asphalt concrete: The most important aggregate properti...

Q: Draw shear and moment diagram for the following frame: by Method Coherent deformations. (q1=4,0K , q...

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Q: How much service live load, in kN/m, can be supported?

A: Given data: Service dead load = 45 kN Service live load = 90 kN Gross area, Ag = 18400 mm2 Radius of...

Q: The solid structure ACD lies in the ry plane. It is supported by a weightless rod BC with ball-and-s...

A: The given figure is shown below:

Q: aggregates, water, and cementitious materials: cement and fly ash. The ratio of fine and coarse aggr...

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Q: ermine the force magnitude in member CJ. 1m 1m -1m- IA 1 m D 1m K F 1 m IG M 1m W 396 N O 284 N O 36...

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Q: Head loss in 1000 ft of a 12 in cast-iron pipe, for water at 60 F, is 15 ft. Find  the flow rate, ε/...

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Q: Determine degree of static indeterminacy

A: Given data : The number of member in beam (m)=2 The number of external support reaction (R)=3+1+1=5 ...

Q: A closed cylindrical tank 900 mm in diameter has a wall thickness of 0.8 mm. The allowable tangentia...

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Q: Define Computing Allowable Bearing Pressures—LRFD

A: Brief concept introduction- Allowable Bearing Pressures- It is the value of the maximum pressure tha...

Q: According to IS 456-2000, which one of the following statements about the depth of neutral axis x, f...

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Q: A reinforced concrete beam (300mm by 500mm) with effective depth of 440mm is 5 meters long and suppo...

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Q: In May 1970, a 70 ft tall, 20 ft diameter concrete grain silo was constructed at a site in EasternCa...

A: Step 1: qu =7.4 x 500 + 80 x 4=4020 lb/Sq ft Q= 4020 X 3.14 (11.82-1.52) Q=1729197 Lbs= 7,691.851584...

Q: Use the conversion factors given on the front and back end covers of this text to convert the given ...

A: (a) Since, 1 ft is equal to 12 in so, The area can be expressed as,

Q: Situation The walkway ABC of the footbridge is stiffened by adding the cable ADC and the short post ...

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Q: Problem (3) The hydraulic conductivity of a sand specimen at a void ratio of 0.55 is 0.051cm/sec. Es...

A: Given data: k0.55=0.051 cm/sk0.7=?

Q: Problem 2)y *For the beam loaded as shown below, by the area-moment theorems, (AMM or AMT), determin...

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Q: A =2.4 kN, B =6.0 kN, C =7.4 kN Determine the magnitude of the axial force in member EG (in kN). Ans...

A: To find the force in member EG -

Q: Determine the stress in each of the two vertical rods if the temperature rises 50 °C after the load ...

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Q: IS d two horizontal aluminum rods, each sS-sectional area 80 mm?. When the 40 load is applied at poi...

A: E=70GPa A=80mm2 to find axial force in rod DE and displacement at point E

Q: 3. If the head loss across a cylindrical slow sand filter (d, = 0.5 mm, ø = 0.4, depth = 1 m, diamet...

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Q: A truss joint shown consists of a bottom chord C made up of two angles and web members A and B each ...

A: The given values are as follows,The shearing stress =120MPaThe bearing stress =600MPAThickness=9.5mm...

Q: [1] is critical for engineers wishing to enhance their value to employers *

A: Employers will look for engineers with good speaking of foreign language for communication purposes.

Q: Given data Degree of saturation=D0.5 Void ratio=0:47 Specific gravity of soil=2.7 Determine water co...

A: The given question is related with geotechnical engineering . In this question we are provided with ...

Q: Two wires support a weight W. The stresses in the wires AB and AC are not to exceed 131 MPa and 192 ...

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Q: rtical pole has an out inside diameter of 250 mm. The pole is subjected to a waries uniformly from 8...

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Q: A soil sample has a bulk unit weight of 20.0 kN/m^3 at a water content of 8.0%. Use Gs=2.56 Determin...

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Q: A hollow steel shaft has length of 4 meters with a circular cross-section. The outer and inner diame...

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Q: If a lead pipe 1/4 in. thick has an inner diameter of 1(1/2) in., find the number of cubic inches of...

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Q: A 6” CHB was tested for quality and acceptance standard. The material failed with a load of 18,800kg...

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Q: C. With a 12-year design life, a flexible pavement was developed for the following daily traffic: 13...

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Q: 5. When deslgning hydraulic structures, like brldges, what procedure might reduce total costs? a. De...

A: There exist many criteria in design of hydraulic structures that need to be optimized simultaneously...

Q: COURSE DISTANCE BEARING N 32° 14' W N 53° 42' E АВ 115.28 ВС 165.83 S 67° 28' E S 48° 57' W CD 206.9...

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Q: 3. A closed traverse has the following data LINE XY YZ ZX LENGTH 126 m 233 m 170 m BEARING N 35d E S...

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Q: M1AQ99. For a loaded propped beam in the figure below, design a singly reinforced beam (using the US...

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Q: A solid shaft is to transmits 22 kW at 110 rpm. Determine the diameter of the shaft if the shearing ...

A: Given Data: (P) Power = 22 KW N = 110 RPM  (ζ) maximum shear stress = 35 N/mm2 (θ) Angle of twist = ...

Q: A 14.0 m long beam is loaded as shown below and the hinge support is at x-1.8 distance from the left...

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Q: Given a rectangular plate which is deformed as shown by the broken line. Determine the average shear...

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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.