Assume contour interval of 5 m, draw the contour lines based on the given elevations of the points of the figure below. Make sure to draw in heavy lines the index contours and indicate the contour label in them, and intermediate contours in regular lines. (Note: you may just estimate the location of contour points (or visual interpolation), no need to do interpolation calculations)

Q: answer in 4 decimal places

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Q: Two forces are applied to the construction bracket as shown. Determine the angle which makes the…

A: Answer We are given F1 = 700 lb F2 = 460 lb α = 56 degree As the given force system is concurrent…

Q: PROBLEM 7 Determine the coordinates of the centroid of the shape given below. y 0.8 m 0.6 m 1.0 m

A: A shape is given as shown in the figure above and it has been asked in the question to determine the…

Q: Ⓒ Calculate the deflection at midspan 29 Hint 941= 27. X EI= Cons. L L List 30.12 EI Exact = Ans 9L4…

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Q: ew Policies arrent Attempt in Progress Determine the n- and t-components of the force F which is…

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Q: 2) = e e²x (C₁ cos x + C₂sin. x) y =

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Q: 3. A pump draws water at 300 liters per second from reservoir A and lifts it to reservoir B as…

A: Q = 300L/s = 0.3 m3/s

Q: Water is flowing in a rectangular channel with a discharge of 18 m3/s. The depth of water in the…

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Q: A concrete dam given in the figure has water 13 m deep acting on its vertical sides. The coefficient…

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Q: Determine the moment of inertia of the shaded figure about the x-axis and y- axis (Ix and ly) and…

A: Need to find Ixx and Iyy

Q: A W250X101 is used as a  6.1 m - long column. It is fixed at the bottom and fixed against rotation…

A: Pu = 1.2 (DL) + 1.6 (LL) Where ; Pu = Factored load  Pu = A × fcd  A = Area for W 250 X 101 = 12900…

Q: PROBLEM 7 Determine the coordinates of the centroid of the shape given below. y 0.8 m 0.6 m 1.0 m X

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Q: Determine the slope and the deflection of end B of the cantilever beam using Area-Moment Method. El…

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Q: ermine the ASD design strength (k nber shown. The distance between recommended effective length fac…

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Q: Draw shear force and bending moment diagrams for the beam ABCDE loaded shown in Figure (1). 20 kN/m…

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Q: Situation # 3: Assume that the frame in figure C is pin-connected at points A, B, and C, and that…

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Q: An open rectangular tank measuring 5 m long, 1.7 m wide, and 2 m high is filled to a depth of 1.6 m…

A: ###Calculation of how much water is left in the tank ###

Q: Mother is a proper noun -1 True O False O Jalal is a common noun -2 True O False O Faten is a common…

A: 1. Answer:- True Explaination:- Actually the word mother is the common noun but it will becomes to a…

Q: ANSWER

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Q: =hown in the figure. The distributed load includin of intensity 244 lb/ft over

A: Given:- udl=244lb/ft span=19.3ft b=4in Est/Ewd=20 To find:- maximum bending stress

Q: 60 KN H 60 KN A B PROBLEM 3 TABLE OF ANSWERS: C X D E 75 kN -6 at 4 m = 24 m K L 75 kN G 75 kN 11 m…

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Q: A 250 mm X 400 mm column is reinforced with 6-25 mm Ø steel (3 on each side along the shorter…

A: column dimension - 250×400  Steel reinforcement = 6-25∅ mm  fy= 415 MPa Clear cover = 65 mm f'c= 27…

Q: a) Mylonite results from b) Presence of V-shape on contour maps means c) Porphyritic texture is of…

A: a. Mylonite results from the ductile shearing or the mechanical shattering of the…

Q: Calculate the pressure at a point 349 mm below the surface of the mercury in a vessel. Express the…

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Q: 1. The figure below has an area of mm² for all members. Determine t stress induced of member AF and…

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Q: A A = 900 mm² P₁ 500 mm A = 2000 mm² P₂ B +250 mm + FIG. P2.59 A = 1200 mm² с D -350 mm →

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Q: Determine the deflection at C and the slope of the beam at A, B and C using Area-Moment Method. EI…

A: Determine the deflection at C and the slope of the beam at A, B and C using Area-Moment Method. EI…

Q: 2. The diameter of a 3 meter pipe decreases from 450 mm to 150 mm. If the velocity is to decrease…

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Q: 1=100 x 10 mm 4 kN/m I 6 m B 10 KN Given the beam section, NA and I, determine the following:…

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Q: Determine the bending moment 2.39 m to the right of point A for the beam shown belowif P = 1006 N, T…

A: Draw the FBD and using equilibrium equations the value of any internal force can be calculated.

Q: Q.2. A beam ABC with an overhang at one end supports a uniform load of intensity 12 kN/m and a…

A: Given:- The magnitude of the uniform load = 12 kN/m The magnitude of the point load = 2.4 kN To…

Q: A triangular beam having a base width of 390 mm has a total depth of 783 mm. It is reinforced with…

A: Given values, Base width B = 390 mm Height , d = 783 mm  Unit weight of concrete = 24 KN/m3 fIc…

Q: A square footing is proposed to be used to support a 465mm x 280mm RC column loaded with 950 kN dead…

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Q: 77211 In engineering applications there is a wide range of pipe wall roughness due to the different…

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Q: Given a depth of burial of 10 kilometers, the density of 2.65 g/cm3, lithostatic stress to be 2.36…

A: Given, d = 10 km or 10000 m  ρ = 2.65 g/cm3 or 2650 kg/m3 S = 2.86 kbar or 2.86 x 108 Pascal

Q: 2.17 The specimen shown has been cut from a -in.-thick sheet of vinyl (E = 0.45 × 10 psi) and is…

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Q: Two designs for a beam are to be considered. Determine which one will support the loading shown…

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Q: Determine the net length of crest and estimate the shape of downstream ogee spillway section having…

A: The given data is: Design discharge=1.15 l/s Crust elevation=89.5 m Elevation of bed channel=84 m…

Q: A rectangular beam has b = 300 mm, d = 500 mm, f'c = 27.6 MPa, and fy = 414 MPa. a. Compute for the…

A: Given data:- Width of beam, b=300 mm Depth of beam, d=500 mm Characteristic strength of concrete,…

Q: 4. Draw the shear and moment diagram then compute for the maximum value of bending stress. 30 kN 20…

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Q: When a rigid body is subjected to curvilinear translation, not all the particles of the body travel…

A: A body is said to be rigid only when there is no change in the relative positions of the particles…

Q: For the retaining wall below, determine the total active force per unit length of wall using Rankine…

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Q: A 3 m thick soil stratum has 40% porosity. If the unit weight of soil at 12.2% water content is 18…

A: given thickness of soil H=3 mporosity η=40%=0.40unit weight of soil γb=18 kN/m3water content w=12.2%

Q: Two reservoirs A and B have elevations of 250 m and 100 m, respectively. The two tanks are connected…

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Q: Q.1) Use the British method to design an air-entrained concrete trial mix with a wolume of (0.07)…

A: Given that :

Q: low section below shows an open channel with a slope of 0.00045 wherein: he main channel, n=0.023…

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Q: The material of a rubber balloon has a Poisson's ratio of 0.5. If uniform pressure is applied to…

A: given- Poisson's ratio μ=0.5uniform pressure is appllied

Q: A wood beam carries the loading shown in the figure. Determine the smallest allowable width b of the…

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Q: Q.2- Answer with true and false, and correct false statements. 1- Loading time of concrete starts…

A: Part 1   Loading of concrete starts from placing of concrete rather than mixing. Hence False Part 2…

Q: PROBLEM 2: 1. SOLVE FOR THE COMPONENTS 2. SOLVE FOR THE RESULTANT FORCE AND DIRECTION 24 in. 102 lb…

A: Given data in question  Loads Dimensions  To find out  Components  Resultant  Direction

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land.  Zoning is done or can be understood with the help of a site plan.