Experimental, Values, N Trials Computed Values, N Percent Error RA .6659kg 6.5258 N 6.5333 N 0.11 Trial 1 RF .3345kg 3.2781 N 3.2667 N 0.34 Bottom Chord 2.99 N (T) N (C) 1kg load at point C Web 4.39 N (T) 4.6189 N (C) 5.21 Top Chord 6.17 N (C) 6.5332 N (T) 5.89

Q: Situation XIV: Two parallel pipes with common friction factor and length are laid. If the diameter…

A: Given that:                     40. Two parallel pipes with same friction factor and…

Q: Current Attempt in Progress For the beam shown, calculate the beam slope at A. Assume that a = 50…

A: Question is solved as per previous method but with new values.

Q: Determine the minimum magnitude of F for which motion impends if µg = 0.3 а 58.9N c F>0 %3D b 6.00 N…

A: Calculating the minimum magnitude F: F¯=μsNF∵NF=mg=20×9.81=196.2 NF¯=0.3×196.2F¯=58.86 N≃58.9 N

Q: 12" fé= 3.5 ksi 30" 26" fy= = 40 ksi n = 9 As =8#6 Find fr (modulous of rupture) = ? M, bending…

A: Reinforced concrete beam: In a Structural Frame, the beam is the horizontal structural member which…

Q: Determine the T2, If y=18m. * A 10 m B 60 KN 40 KN 80 KN 30 m -50m- 50m -30m O 164.746 KN O 181.707…

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Q: urlin spacing 1.5m lope 15 degrees read Load- 2.5kPa ve Load- 2.5kPa Wind Load 1.0Pa Vindward…

A:

Q: 5 kN 5 kN 5 kN 1.5 kN/m 1.5 kN/m A B 1.5m RA Rc

A:

Q: Hiwi- clasify the structures below Lor stabilit. minagy. and deter Inte Trnk

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: For a flow of 1500 liters of water per second through a circular channel of 2 m diameter flowing…

A: Using mannings equation Q=1nAP23S12AArea=π822Perimeter=π22

Q: method and take E = 200GPA, I = 55x10 7 kN/ m B

A: Given- E=200GpaI=55×106

Q: Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, %3=…

A:

Q: Compressive force AO is 4509 kN. Distances are;  a=7.09m, b=2.11m, c=5.98m, d=3.99m, e=7.01m,…

A: Given;

Q: 5/4 4 kN/m 3 C |A В -A (m)- 2 m -B (m) –

A:

Q: 20⁰ 30, A 6kN 2kN 0.4m 0.6m

A: Given:- To find:- Force in AB

Q: D2 +3xD-6y =0. Find y(0.2) by Galeskin method.

A:

Q: 10. TAPE MEASUREMENTS a. A line was recorded as 1750.00 meters long. It is measured with a 0.65 kg…

A: Solution: a. Tape length correction: CL=l-l1l1L=29.997-30301750CL=-0.175

Q: RITING ITLED d. What is the difference in elevation between TP15 and TP30? (Ans.) e. What is the…

A:

Q: 1. Solve for the elevation at BM2 Station BS FS Elevation BM1 12.2 100m TP1 10.6 5.66 TP2 14.8 7.42…

A: Station BS HI FS Elevation BM1 12.2 112.2 - 100 TP1 10.6 117.14 5.66 106.54 TP2 14.8 124.52…

Q: cm high, the head was maintained constant at 30cm. In 38sec, Om³ of water were collected. Find the…

A:

Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

A:

Q: 8. RISE AND FALL MRTHOD. Using the rise and fall method, complete the level notes given below and…

A: We will tabulate the table and then apply arithmetic check.

Q: Questions 9. An RCC slab (M 25 grade) of dimensions 5 mx 5 mx 0.15 m, is supported on four square…

A:

Q: A simply supported prismatic beam is loaded as shown. EI = 1 000 000 kN.m²  Which of the following…

A:

Q: -0.3 What's the value of FS against overturning and 3 sliding for the Figure shown. Y = 18.08 kN/m C…

A:

Q: 2. Determine the spacing of vertical stirrups near the left support of the beam loaded as shown in…

A: given , bw=290mm d=560mm  f'c=24MPa Fyt=275Mpa PD=80kN PL=110kN WD=20kN/m WL=28kn/m To determine The…

Q: A 10 m high skope of dry clay soil (unil weigh 20 N/m). with a slope angle of 45 and circular slip…

A:

Q: Q1. 20 kN/m -9 m-

A:

Q: Observed Bearings Computed Adjusted Values Length (m) Sta Internoal Angle Corr Interior Angle Line…

A: Angles inside a closed traverse are called interior angles. Angles right are measured after scanning…

Q: Determine the angles APB, CPD, EPF, GPH, and IPJ from the given magnetic bearings: (5 pts. each) a.)…

A: Given. :-  a.) PA, N 32°25' E      PB, N 73°40' E b.) PC, 82°05' E      PD, S 46°23' E c.) PE, S…

Q: o (kN/m) 0.92 0.77 150 300 ©Cengage Leaning 2014

A: Given data Pre-consolidation Pressure=100kN/m2 Pressure=450kN/m2

Q: Cоmections Balanced BEARINGLENGTH (m) LAT DEP DMD DA (m) (m) LAT DEP LAT DEP N 23° E 59 54.31 -34.48…

A:

Q: 20KN Test II. 1. 15 KN/m Find: Max. V =? Max. M= ? 3 folds of total leng th 16

A:

Q: 04. Analyze completely the compound truss loaded as shwon below. D 24 kN 3 m B E 2 m 3 @4 m 12…

A: Determinacy : Ds = m + r - 2j     = 9 + 3 - 2×6 = 0So, it is a determinate truss. Support Reactions…

Q: 30 KN/m 50 KN/m D A 1.5 m C 1.5 m 2 m Rol RA

A: Free Body Diagram of the given problem: Calculate reactions at A and D:

Q: Question no.12 The following consecutive readings were taken with a dumpy level along a chain line…

A: Given data, R.L. of  benchmark= 150.000m The reading of the all stations are tabulated below:-

Q: AISI 1035 CD Steel Fy = 1.2 KN Fx = 2.5 KN Fz = 3 KN point is A. Find the factor of safety using…

A: We have to determine the value of factor of safety using maximum shear stress failure theory as per…

Q: 1. Determine the following: If w₁-30 N/m and w₂ = 45 N/m, Est = 200 GPa and I = 17x106 mm². (BY…

A: Given A simply supported beam  Required  ¤A  tc/a Deflection at B

Q: Find dy by implicit diferentiation if sec(ry) = 6y. dx

A: sec(xy) = 6y..................(1) we will differentiate equation (1) with respect to x

Q: d 1.59 m d = 5.22 feet Problem 8-12 0-mm-diameter concrete pipe is laid on a slope of 1 m per 500 m…

A: To Determine From where sinθ is taken from, in the solution given.

Q: Complete the differential level notes shown below, and determine the d of TP2 and BM11 STA BM 10…

A:

Q: SITUATION 03 A tape of 30 m length suspended in catenary measured the length of a base line. After…

A:

Q: 1. Determine the following: If w₁=5 kN/m and w₂ = 7 kN/m, Est = 210 GPa, b = 50 mm and h= 150 mm.…

A:

Q: H.W - Compute the corrected clevations if the C = 10, the First elevation (B.M.1) = 150.940 m and…

A: The difference in elevation between any two points is calculated by using the levelling instrument.…

Q: 4 m 50 KN Fixed B A 777777 1 100 KN D C FA El, constant 2m 2m Roller

A:

Q: Table 1. (For Groups 1 and 8) Computed Values, N Percent Experimental, Values, N Trials Error…

A:

Q: N 71°43 30" E Back Bearing of FA S 71 43'30" W Forward Bearing of FA STARTING A. N 15 24'47" w…

A: Given,

Q: Shear stress aN) (+50, +50) 293 to =150 ANim 17017 Normal stress 10 ANim) Q+164-299) N(+150,- 50)

A: Solution

Q: Q=80K 4'x4' USING THE 2:1 METIOD FIND AT e BELOW THE BOTTOM of PTG?

A:

Q: N 15 00'55" E Forward Bearing of CD N 35°25'40"W Back Bearing of AB N 72 48'15" E Forward Bearing of…

A: Line bearings are measured in the forward direction of the survey lines. This is called the forward…

Q: P? Using appreximate hetked of analysis, find the internal forees at sec. a-a and sec.b-b and Sec.…

A: