moment diagram.
Q: Energy line
A: flow takes from A to B BECAUSE energy at A is more than B and we know that flow takes from high…
Q: Lake Westley is a 15,000 m³ lake, fed by Buttercup River and drained by a number of small tributary…
A: Volume of the lake = 15000 3 Flow rate = 3.5 m3/s= 3500 l/s P concentration in the lake = 1.7 mg/l…
Q: A rigid pavement is to be design for a wheel load of 50kN. If the tensile strength of the concrete…
A: Given, Wheel load (W) =50 kN or 50,000 N f'c = 21 MPa Tensile strength (σ) = 0.7 f'c
Q: SITUATION: A rectangular footing, a = 3.5m, b = 2.5m, has a thickness of 700 mm. The column load is…
A: Gross pressure It is the overall pressure at the footing's base caused by the weight of the…
Q: Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and…
A:
Q: For the given cross-section, determine the following section properties: (a) Location of the…
A: Given, There is a T- section given in the question. Our aim is to determine the following :…
Q: In a laboratory falling head test, the recorded data are as below: Diameter of the tube = 20 mm…
A:
Q: A simply supported beam has a maximum moment equal to 20 KN.m. The beam has a width of 200 mm and a…
A: step 1-
Q: A cable is attached to a 1.00kg block A, is looped over a fixed peg at C, and is attached to plate…
A: Given -
Q: During the process of drilling boreholes, the following tasks should be considered: O Field logging,…
A:
Q: A point load P is applied at point A on the ground surface as shown on the figure. Using Wastergards…
A:
Q: The beam is constructed from four boards as shown. If it is subjected to a moment Mz = 16 kips-ft,…
A: Given Mz= 16 kips-ft Determine the stress at points A and B.
Q: For the truss shown, identify the internal forces in members FH, GH and GI using method of section.…
A: ASKED: To determine the internal force in members FH, GH and GI using the method of sections.…
Q: SITUATION: A liquid limit test conducted on a soil sample in the cup device gave the following…
A:
Q: rectangular concrete slab, 3 m x 4.5 m, rests on the surface of a soil mass. The load on the slab is…
A: Option (b) is correct.
Q: What is the maximum value of shear at A?
A: Shear force us defined as rate of change of Bending moment along the length in a beam. Since, A is a…
Q: SITUATION: The pipe system shown in figure serves two towns C and D. The highest building in town C…
A: To Determine how many persons can be served in Town C.
Q: Example: The beam is subjected to the concentrated loading shown. Determine the reactions of the…
A: Using moment area method Due to roller support at B, deflection is zero.
Q: B,L EI LA PL El L 2 PL
A:
Q: What is the degree of curve at moment AB?
A: We will find reaction first.
Q: An equilateral triangulated 2D truss as shown below is subjected to a load 20 kN at B. The force (in…
A:
Q: A fill shall be compacted. A minimum of test/s for every 500 m2 should be performed for every lift…
A: Question is related to compaction of fill.
Q: A wood beam is strengthened using two steel plates as shown in the figure below. 6 mm O. 150 mm C 6…
A:
Q: On a two-lane signalized intersection approach that has a peak 15-minute arrival rate of 900 vph, a…
A: Given data: 2- Lane peak 15-minutes flow = 900 vph saturation flow rate = 1800 vph per lane. cycle…
Q: 8 7.5 mm 25 25 kN 12 mm 12 mm 7.5 mm 12.5 mm 25 kN 18 mm 25 25 18 mm SITUATION 03 A joint assembly…
A: The tensile load on assembly, P=25KNThe diameter of pin, D=12.5mm
Q: end of compaction, the in-place void ratio was found to be 0.70. If the moisture content of the soil…
A: We will use formula of void ratio.
Q: For a case of plane stress, o, 40 MN/m², oy = 0, Tyy stresses (in MN/m2) and their orientation with…
A:
Q: efine mechanical empirical pavement design, concrete pavement, full-depth asphalt pavement, crushing…
A: The mechanical empirical pavement design: The design of the pavement structure, as well as inputs…
Q: Problem II. The figure below shows the cross-section of a thin-walled shaft subjected to a torque Mr…
A: Given -
Q: 420 mm 500 m 4 #36 80 mm
A:
Q: For a case of plane stress, o. = 40 MN/m², Oy = 0, Ty = 80 MN/m2. What are the principal xy %3D…
A:
Q: SITUATION: A cylindrical tank with radius 0.5 m and 2 m high weighs 1200 N. The tank is to float in…
A:
Q: If the viscosity of oil (SG = 0.85) is 15.14 poises, compute the kinematic viscosity in m^2/s. %3D…
A:
Q: If the travel time delay on a signalized intersection approach is 10 sec/veh, the stopped time delay…
A: Generally at any intersection we can have three types of delays which are travel time delay ,…
Q: 4. What is cavity ratio (CR)? How to solve it? 5. What are effective cavity reflectances? How to…
A: Cavity Ratio (CR)- It is the number that is computed by using the distance from the plane of the…
Q: 60 KN 3 m 50 kN/m 10 k B 1 m 5 m
A:
Q: SITUATION: A rectangular channel conveying water enters a transition region. The depth of flow in…
A: Given data in question Rectangular channel Depth before and after jump To find out Minimum…
Q: On a two-lane signalized intersection approach that has a peak 15-minute arrival rate of 900 vph, a…
A:
Q: Q.12 The radius of a horizontal circular curve is 100 m. The design speed is 50 km/hr. What is the…
A: Given data: Radius, R = 100 m Design speed, V = 50 km/hr Coefficient of friction, f =? No…
Q: 2.3. Tom's engineering wants to improve productivity, they are looking at material handling systems,…
A: Given: Average travel distance per delivery = 900m Average empty travel distance = 900m…
Q: Find Potantiae enorgy mls
A:
Q: A steady laminar flow is taking place between two parallel plates. The distance between the plates…
A:
Q: In Triaxial test, which of the following parameters do not need to be recorded the confining…
A: Triaxial test is used to determine the shear strength of the soil sample.
Q: In your own words, Explain the usage of hazard map. Write it in essay form.
A: A hazard map is a type that shows which regions are impacted by or sensitive to certain dangers.…
Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…
A:
Q: 2. A gas flows through a square conduit. At one point along the conduit, the conduit sides are 150…
A: Given:- The velocity at point 1 = 25 ft/s The conduit sides at point 1 = 150 mm The gas density at…
Q: A steady laminar flow is taking place between two parallel plates. The distance between the plates…
A:
Q: Find Potentiae enery
A: Given data- Mass (m) = 3kg g = 10m/s Height (h) = 3 m
Q: For the given cross-section, determine the following section properties: (a) Location of the…
A: Given data:
Q: determine the value of Pn and e
A:
Draw the shear and moment diagram.
Step by step
Solved in 3 steps with 10 images
- A rectangular canal 2.24 m wide and 1.12 m deep has a full capacity of 8 m3/s. Assuming n = 0.0152 what is the slop of thechannel bed?0.005090.000810.002830.00182Water is flowing through the formation shown at a constant Darcy velocity. The following information applies: Hydraulic head at the top of the formation is 18 feet Hydraulic head at the bottom of the formation is 28 feet K1 = 2 ft/day K2 = 11 ft/day b1 = b2 = 10 ft Based on this information, calculate the hydraulic head (in feet) at the interface of the two formations.3p1 The water behind Grand Coulee Dam is 1 200 m wide and 150 m deep. Find the hydrostatic force on the back of the dam. Choose 13.2 x 10^10 N 8.5 x 10^10 N 18.0 x 10^10 N 8.8 x 10^10 N
- 4. Which of the following nearly gives the transmissibility of the soil when the water table is at the ground surface?a. 12.752 sqm/day b. 14.034 sqm/day c. 16.664 sqm/day d. 14.034 sqm/day5. If the void ratio is 0.60 and the hydraulic gradient is 0.0018, which of the following most nearly gives the interstitial velocity of water moving through the soil? a. 0.0217 cm/hr b. 0.0104cm/hr c. 0.0374 cm/hr d. 0.0217 cm/hrThree reservoirs are connected by individual pipes to junction O as shown on the figure below. Find the elevation of reservoir C in order that the discharge in pipe AO from reservoir A is 0.15 cubic meter per second. Use Darcy-Weisbach formula with f = 0.02. Draw the final hydraulic gradient line (HGL). Reservoir Discharge, Q (m^3/s) Diam., D (cm) Length, L (km) WS elev. (m) A 0.15 (out) 35 1.40 145 B ? 25 0.90 125 C ? 30 1.60 ?A rectangular and horizontal channel with a width of Bo = 3 m and water depth of y1 = 1.38 m carries a discharge of Q = 1.24 m3/s. What is the minimum momentum function in this channel? ( Show calculation and sketch) a) 0.075 b) 0.085 c) 0.1 d) 0.125
- A dam with specific weight of 24 kN/m3, has dimensions of 6m on top, 20m at the bottom and 27m high has water 22m deep acting on its vertical side. Compute the location of the vertical resultant force from the toe. 8.01 10.81 1.80 18.10A dam with specific weight of 24 kN/m3, has dimensions of 6m on top, 20m at the bottom and 27m high has water 22m deep acting on its vertical side. Compute the location of the vertical resultant force from the toe. CHOICES: a.) 8.01 b.) 18.10 c.) 1.80 d.) 10.8126. A trapezoidal canal with a base of 2.2 m has sides sloping at 45⁰ with the horizontal. If water flows at a depth of 1.1 m, find the hydraulic radius.0.71 m0.62 m0.77 m0.68 m
- Reservoirs A and B have elevations 100 m and 160 m, respectively. A pump is installed near reservoir A to pump the water from A to B. the rate of flow in the pipes is 650 L/s and the pipe has a length of 1000 m with a diameter of 600 mm. Use C = 120. What is the head loss in the pipe? 7.14 8.22 6.18 9.17 Which of the following gives the head supplied by the pump? 72.88 68.22 78.82 62.82 Which of the following gives the required horsepower to pump the water to B? 835.12 hp 583.12 hp 538.12 hp 853.12 hpA concrete cube ( y = 23.5 kN/m3 ) 0.60 m on an edge is submerged in 5 m of seawater (sg=1.03). Calculate the force to lift the cube if there is no seepage pressure at the bottom of the cube A. 23.3 kN B. 28.5 C. 27.7 D. 26.917. Using horizontal direction in cm/day 18. if the hydraulic gradually for the soil formation is 0.75 19 aquifer in cubic meters per day pls ans: