Complete the differential level notes shown below, and determine the d of TP2 and BM11 STA BM 10 2.085 ТР1 BS (m) | HI (m) FS (m) | ELEVATION (m) 137.450 2.015 0.982 1.428 2.423 TP2 1.864 BM11 0.423 а. 1.441 m 2 20 m

Q: Determine velocity and the residual pressure at the demand center. Assume f-0.029. DQ-0.75 m/min El.…

A: Given diagram: Friction factor (f) = 0.029

Q: PLEASE DO THIS TYPEWRITTEN ONLY FOR UPVOTES. DO THIS ASAP

A: Given data in question Loads Span member length  Dimensions  To find out  REaction at joint A

Q: The 100- Ib force of Figure below is the resultant of the couple and three forces ,two of which are…

A: Let Third force will be =F3

Q: 5 - HN Resolve the force F1 and F2 into components acting along the u and v axes. Find the v…

A: Given data:- F1= 465N F2 = 335N

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A: given- W410×60 sectionFy=248 MPa

Q: i. | 20KN 10KN/n 3M 3M 3M 3M

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Q: 6-106. The bucket of the backhoe and its contents have a weight of 1200 lb and a center of gravity…

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Q: A C-channel has a dimensions of as shown, in mm, with a thickness of 75 mm. Determine the moment of…

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Q: Column2 700mm 1 3m Beam2 4 3. 700mm+ Column1- 3 3 1 +350+ . 4 350 15. 2 2 2 Beam3 5m Beam1 1 11 4m…

A: Volume of BEAM 1= (4-0.35/2-1.050/2)*0.35*0.45= 3.3*0.35*0.45= 0.51975= 0.52 m3 Volume of BEAM 2=…

Q: Question Bank - Friction Two concrete blocks weighing 1800N each form part of the retaining wall of…

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Q: Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 с-9 Y kN/m B 10 m 9.…

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Q: The image below shows a beam subject to two couples, F₁ = 670 N and F₂ = 760 N. (Figure 4) The…

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Q: Y kN/m B B 10 m 9. What is the reaction at A? (kN) 10. What is the deflection at a point 2 m from A?…

A: As there are multiple questions posted, according to the guidelines, only the first three are being…

Q: 10 m/s E=200 GPa E,=105 GPa MWWW 50 kg Steel 15 mm-diaBrass k=25 kN/mm 1.5m 1.5m 0.5m

A:

Q: + kNm hinge 2 EN/m 24 N 5 m

A: Calculate support reaction Hinge at c  Determinate beam

Q: Analyze the free-body diagram, given the coefficients of static and kinetic friction. Determine…

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Q: 10. (15 pts.) Determine Ma when A, ' = 2,027 mm², A, = 4,054 mm² fa d'_ɛ, +p Note: fek = 24 MPa, fy…

A:

Q: 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if…

A: Given: The properties of the C-channel are given as: L=1.80 mA=1700 mm2d=127 mmbf=48.0 mmtf=8.13…

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Q: SIven: Ex = - 400 x/o-6 と 200x 10-6 8xy = 800x10-6 %3D V = .30 Eind: c.Prineip.l Stres ses b. Stress…

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Q: Determine (Y). D2 Y Q /sec L (m) D1 D2 130 0.8 6.5 0.25 D2 Y D1 + Hg-

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Q: What is the moment at C to the nearest 1 k-ft? Be sure to use the correct sign. L1 = 6 ft L2 = 5…

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Q: a) Label unknown reactions on diagram b) Draw FBD of segment CE, solve for Cy and E c) Draw FBD EG,…

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Q: L14!For the isolated T-beam shown in the figure below. Find maximum nominal moment that the beam can…

A: Given: fc = 22 MPa fy = 414 MPa L = 4 m, 2 m bf = 800 mm bw = 250 mm cover = 75 mm df = 125 mm h =…

Q: e beam loaded as shown and the Equations of the SPa, 1= 75 x 10 mm 2 kN/m 1.8 m B 3m →→x1 M(x) =…

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Q: 400N/m boON 1m 3m 2m 2m Det the mid suppe deflectuon + the a deflection if E - 200 G Pa I: (350 x 10…

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Q: 1K 2K 1K D 60 60 /60° 600 60° 60° 10' 10 OE E 10' G. Solve for member FG.

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Q: A B 2m 4m H 3m 4m с 200KN D 4m 4m G F 4m 400KN E Find member CD, DG and FG

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Q: 1. Det.moment of inertia. Y 3" r= 3" 1" 2"

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Q: The degree of indeterminacy for the structure is given as 24 kN E5 m w = 12 kN/m 10 m to 3A m

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Q: Two couple forces and one moment act on the pipe assembly shown below. Find: (1) MRijk, the…

A: Given Data -

Q: 8- Determine maximum deflection. L √2P

A: Given values: Cantilever beam Length = L Load = 2P acting inclined at 45 degree with horizontal

Q: Compute the value of E18 at the right end of the overhanging beam. (HINT: Sc = E10B (BC) + 6) 1. Е10…

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Q: Which of the following equations correctly describes the vertical deflection, in the y direction, of…

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Q: Question 7 A(n) is an activity that must start and end on the established dates in a schedule or it…

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State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.