FH PS 3: AREA BY DMD, DPD, & TRIANGULATION -Solve w/ complete & meat solutions/ illustrations 3 decimal places - round answers to Distance (m) 54-79 37.93 O Cine AB BC CA Bearing 132° 17'E 551⁰481E Find @ Length of line CA @ area of traverse by 6 bearing of line CA matrix & by Formula of

Q: Given the simply supported beam below, and using the method of sections: m 1.5m 1.5m * 1.5m * KN…

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Q: Hello, can you explain more about the theory in simpler terms? Why would they need to use this…

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Q: The truss below is to be analyzed using the Method of Sections. 2 kN A 4- 5m 4 kN H B 5m 4 KN C G…

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Q: A trapezoidal channel of bed width 5 m and side slopes 1:2 has a flow of 15 m³/s. At a certain point…

A: For Critical flowas per manning equation,where T= top widthP=wetted perimeter

Q: incorrect please recheck i did the same method and got it incorrect , the book answer is 78.48kn

A: A vertical Sluice gate width = 2m                                  depth = 2mUpstream side water…

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Q: 1. Describe the condition of plain stress and plain strain conditions in terms of stress and strains…

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Q: *6-64. Determine the maximum live moment at C caused by the moving loads. 6m с -10 m- 80 kN 30 kN 60…

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Q: 2. The average wastewater flow from a community of 20,000 is 125 gpcd. The 5 day, 20 deg C BOD is…

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Q: P10.7 WP For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4] shown in Figure P10.7,…

A: P = 60 KN w = 40 KN/m L = 4m E = 200 GPA= 200 × 103 N/mm2I = 129 × 106 mm4To find:The deflection at…

Q: Df = A footing load test produced the following data: 0.5m, B 0.5m, L = 2.0m, Y'soil = 9.31 kN/m³,…

A: Df = 0.5mB = 0.5mL = 2mc = 0

Q: 9.25 An aggregate blend is composed of 59% coarse aggregate by weight (Sp. Gr. 2.635), 36% fine…

A: Given:-The percent of coarse aggregate by weight in aggregate blend = 59%The specific gravity of the…

Q: 5.36 Members BE, CE, and CF. A PROBLEM 5.36 B 6 kips 10 kips C E F 3 bays @ 16'-0" = 48'-0" D 20

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Q: 3. A settling tank has an overflow rate of 100,000 gal/ft² d. Water carrying sediment of various…

A: Overflow rate = 100,000 gal/ft2settling velocitymass friction…

Q: Solve and draw shear force and bending moment for this beam

A: Given Concentrated moment 25 kNmUDL 10 kN/mSpan 6 mTo find out SFD BMD

Q: st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed…

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Q: Q1. Check for the compactness and determine the values of My and Mp for the W14x120 section used as…

A: W14x120 sectionsteel grade 50*NOTE: As per Bartleby's guidelines we are supposed to answer only…

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Q: draw a structural base in a picture

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Q: 1. It is estimated that the BOD of raw sewage received at a treatment plant serving a population of…

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Q: Q Calculates the Force acting on a (2m) square based in the Figure when Pressure gage reads (150…

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Q: A 500-ft curve, 9₁ = -2.00%, g2 = +3.00%, VPI station = 98+10, VPI elevation = 5388.26 ft, stakeout…

A: g1 = -2.00%g2= +3.00%L = 500ftPvi elevation = 5388.2

Q: An unsymmetrical parabol of 5% and a forward tanfent of -3%. The length of the cur on the left side…

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Q: f 20,000 will be 300 mg/L. It is estimated that the per capita BOD loading is 0.17 lbm/day. 30% f…

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Q: A settling tank has an overflow rate of 100,000 gal/ft² d. Water carrying se es enters the tank. The…

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Q: (n) 1,6k(1 30¹ # 40' AD Draw show & Moment diagrams A ZO #

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Q: railroad curve has De = 5°00', I = 28°00', and I station e requested values. 37+45.00 ft. Use the…

A: Degree of the curve, Dc = 5oDeflection angle, I = 28oPI station = 37+45 ft

Q: 9. 8.5m compacted fill is to be placed over the soil profile. Cosnolidation tests are done on…

A: Hfill = 8.5m  = 20.3 kN/m3

Q: An abrupt rise of 1m was designed to control a hydraulic jump generated after a 5 m wide sluice gate…

A: Abrupt rise = 1 mWidth of sluice gate = 5 mOpening = 0.25 mFlow discharge = Flow depth = 1.25 mTo…

Q: Find the magnitude of the internal shear force at point D for the given figure with a distributed…

A: Determine the internal shear force at point D.

Q: olumn AB carries a centric load P of magnitude 16.5 kips. Cables BC and BD are taut and prevent…

A: Tension in the cables BC and BD is zeroP= 16.5 kips=16500 lbfactor of safety= 2.2To find:maximum…

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Q: correction to this exercice and explain in sentence or two why I made the mis

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Q: 9.3-23 The beam shown in the figure has a support at A and a roller support at B. The support…

A: Draw FBD:Calculate Bending moment equation:

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.