A lot with given observations below has missing adjoining observations, one has missing bearing and the other with missing distance. With the assumption that the traverse of the lot closes without error, solve for the missing observations.

Q: Typical units of strain are a. Inches and millimeters. b. Pound-inch, kip-inch, and…

A: Strain is produced when stress is applied . Stress is defined as the ratio of force per unit area .…

Q: 2g +0.501 20/3 T=0.50 b. Calculate the moment of inertia about the centroidal x-axis -f inortin ahnt

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Q: A nozzle is so shaped that the average flow velocity changes linearly from 1.5 m/s at the beginning…

A: Given velocity- V1=1.5 m/s V2 =15 m/s  Distance dx=0.375 m

Q: 4. A 25-ft-diameter concrete caisson is to be sunk to the rock surface shown in Figure 5.17 at a…

A: Consider the free body diagram;

Q: (3) 2 12" WOL= 2 KLF, WLL = 3 KLf 16/ 24" 81 NWC. NWC, fé = 4000 psi fy= 60ksi #4 tied bars. Please…

A: Problem (3): Given: b = 12 in h = 24 in WDL = 2 k/ft WLL = 3 k/ft The span between the supports, L =…

Q: bläi 6 The resultant of the following .. forces system is 75 N 90 N 20 50° 50 N W+ 30° 40° 120 N 25…

A: Resultant Force: It is defined as the force which represents the two or more forces acting on the…

Q: A nylon thread is subjected to a 10 N tension force. Knowing that E=3.3 GPa and that the length of…

A: Given data : Change in length Original length=2.1100Force (P)=10 KNE=3.3 GPa

Q: Joseph Rivera Proportional Reasoning (Fractions and Decimals) Nov 11, 5:32:48 PM The table below…

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Q: A 0.9-m³ soil specimen weighs 17 kN and has a moisture content of 9%. The specific gravity of the…

A: Given Data  Total volume of soil specimen (V) = 0.9 m3  Total weight of soil specimen (W) = 17 KN…

Q: 30 KN lokN/M 2m -2m 6m VA To find the nipport reations, let us apply the equeilibrium of equation 4…

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Q: a). What is the minimum diamétér of a solid 6m stéél shaft that will carry a shearing stress of not…

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Q: Calculate Poisson's Ratio for a steel that has a modulus of elasticity E of 30,000,000 psi and a…

A: The given data is: Modulus of elasticity, E=30000000 psi Modulus of rigidity, G=11500000 psi

Q: 1. Compute the magnitude of the designated quantities by using their corresponding influence lines.…

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Q: 4) If the specine gravity of soll solids is 2.67, and water content is 32% for the given soil. What…

A: Given data : Water content (w%)=32%Specific gravity (G)=2.67 Void ratio is defined as the ratio of…

Q: 11. Determine the moment of inertia of the fully- cracked transformed section, I (in 10 mm). 12.…

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Q: determine the velocity of the ball just after the impact.

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Q: It is desired to replace the 560N force R acting on particle A with two forces P and Q which will…

A: ∑ fx560 cos50° = 270 cos20+ Q cosθ360 = 253.717 +Q cosθQ cosθ = 106.28                    - 1∑ fy560…

Q: Problem 1 Consider the one-dimensional flow on a sloped impermeable bed. By reference to the sketch…

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Q: 4 in 2 in 4 in 8 in -12 in- -16 in-

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Q: Determine the resultant of the forces shown. Assume 1-m square for each grid y 300 N 530 N

A: to find resultant of forces shown below is FR given I M square for each grid

Q: Calculate Maximum Deflection for B2 Use E = 25 GPa Cross Section of B2 = 200x350 mm DL = 15.978 kN/m…

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Q: What is the depth of available water in the root zone if the readily available water in the root…

A: Given data : Readily  available water =10 cmRate of evaporation=1 cm/day1 week =7 daysStorm water=2…

Q: PROBUEM 3. 2.5 2.0 1.5 15 2.0 FIO: R, Location o R, Fめ、R, R, RA

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Q: A field pumping test was conducted from an aquifer of sandy soil of 4 m thickness confined between…

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Q: Solve problem 4.33.

A: Detailed step by step solution is given below, still if you have any query please feel free to…

Q: What is the Maximum Shear Stress, t, on the centric axially loaded member shown? The cross-sectional…

A: Given data : Axial load (P)=40 kipsCross sectional area (A)=2 in2

Q: Interval 1630 to 1645 1645 to 1700 1700 to 1715 1715 to 1730 Total Northbound T 207 230 241 238 916…

A: g NB, TH  = 33.2 sg NB, LT  = 17.3 sCycle length, C = 125 sAs vehicle green for through movements is…

Q: PROBLEM # 31 THIRDS THE 9.7 How SPILLED VERTICAL POINT b. IF CENTER FULL FAST AT? OF of CYLIN PRICAL…

A: Based on the given data, we need to first determine the volume of air formed after spillage. Volume…

Q: A maso m is laumched with an chitial speod 4 00 ft 1sec. The launch oungle is e= so°. The landing…

A: Given V = 400 ft/sec  angle made with horizontal = 500 landing area is 150 ft higher than the…

Q: Determine Poisson's ratio if a cylindrical rod is placed in tension as shown and it is elastically…

A: Given data : Original length (L)=200 mmOriginal diameter (D)=10 mmIncrease in length =0.02…

Q: Prob. 4.3-1. A bimetallic torsion bar consists of a steel core (G, = 75 GPa) of diameter d, = 25 mm…

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Q: compressive strength of sand-lightweight concr f stirrups is 325 MPa. Determine the required s…

A: Given:- b=349mm d=594mm coompressive strengthof sand-lightweigth concrete =21MPa Yield strength…

Q: A soil has a saturated density of 2120 kg/m3 and a porosity of 0.30. What is the dry density of the…

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Q: A uniform live load of 1.8 kN/m and a single concentrated live force of 4 kN are placed on the floor…

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Q: ■ Example: A rectangular loading as shown below. 300 cm 100 cm 100 cm 200 cm T q=20 kPa 200 cm R U…

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Q: Y

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Q: Probability of a 10 year flood to occur at least once in the next 4 years is (a) 25% (c) 50% (b) 35%…

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Q: , b) Çalculate Q3) the moment of inertia of the coordinate axıs passıng through the center of…

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Q: PROBLEM # 2: 15 A VESSEL CYLINDRICAL 0.24 INCHES DIAMETER 0.96 m. IF IT 19 UNCOVERED AT THE 1.44 m…

A: Diameter of closed cylindrical vessel, d= 0.24in=0.0060m, Length of Vessel, l= 1.44m  Rotation, N =…

Q: 4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32

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Q: 0.12 A hydraulic structure is sized for a 50 year recurrence interval design discharge. What is the…

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Q: The function y = C¡e²* + C2e3* is a solution to y " -5y + 6y = 0. %3D O True O False

A:

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.