A steel tape with standard length of 50 m, cross-section area of 5 mm2 and density of 7860 kg/m3 is used to measure a side of a lot by using a 120-N pull. The tape is supported only at the ends. If the measured length of the side is 50 m, what is its true length in meters? Consider only the effects of sag. 49.85 49.80 49.7 49.75
Q: In 200 words, What should be observed/analyzed in performing AASHTO T 248? upvote guaranteed
A: The American Association of State Highway and Transportation Officials is a standards setting body w...
Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear forc...
A: Using method of consistent deformation,....drawing of SFD and BMD for BC
Q: Which stress theory gives a more conservative result? von Mises. Both give the same result. The r...
A:
Q: A community receives 0.50 m³/s of flow into its wastewater treatment plant. The total surface area o...
A: Given data, Flow rate Q = 0.5 m^3/s Surface area of primary clarifiers A = 2700 m^2 Retention time t...
Q: THE IDEALIZE MODEL FOR SUSPENSION BRIDGE IS SHOWN IN THE FIGURE. THE TRUSS ARE PIN CONNECTED AT A, O...
A: Given, Allowable tensile stress σmax=150 MPa Required, Design diameter of cable
Q: 5.61 If viscosity is neglected, typical pump-flow results are shown in Fig. P5.61 for a model pump t...
A: We have ro determine the value of pressure rise and power required as per the given data in the ques...
Q: A railroad tie (or sleeper) is subjected to two rail loads, each of magnitude P = 196 kN, acting as ...
A: Calculate the maximum bending stress
Q: ne following questions. Show all lensity of the fluid in kg/m?
A:
Q: he slab is simply supported over a span of 7.5 m and carries a superimposed ccentricity of 40 mm. Th...
A: D.L = 3kpa L.L = 5kpa
Q: Taking 'k' components 0. 77TEC + 0. 8TBD=1440. -(1) Taking 'j' components 0. 514TEC – 1.6TBD=0.…. .....
A:
Q: 4. Compute the support reaction of the given frame. 25 kN/m 4 m t. 150 kN 4 m E 6 m 10 m- The suppor...
A: A loaded frame is given and it has been asked to determine support reactions. Please refer step 2 fo...
Q: Permissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa , f...
A: To find : Design strength
Q: Draw the influence line diagram for the forces in members GB, BC and FE of the Warren truss shown in...
A:
Q: bị y K M- z - M, d, b2 H d3 b3
A:
Q: A simply supported beam with a length L = 13 ft and height 8.8 in. is bent by couples M, into a circ...
A:
Q: Problem 5: (a) Replace the loading acting on the beam by an equivalent resultant force FR and couple...
A: From varignon's theorem can replace the the loading of beam into single force
Q: A cylindrical specimen of soil is compressed by an axial principal stress of 500 kPa and a radial pr...
A:
Q: The wood beam has a square cross section. Find the smallest allowable cross-sectional dimensions if ...
A:
Q: 1406. Through what distance will body A in Fig. P-1408 move in changing its velocity from 6 ft per s...
A:
Q: 5. For the 3-force system shown, determine the Moments about pivot A and find the resultant force an...
A:
Q: A cylindrical specimen of soil is compressed by an axial principal stress of 500 kPa and a radial pr...
A: Given- axial principal stress σp1= 500 kPa radial principal stress σp3= 200 kPaangle=30o counterclo...
Q: A 100 J of work is done on a flywheel. Determine its moment of inertia if its angular velocity incre...
A:
Q: 4) Complete the geological map based upon the perspective diagram. Place proper strike and dip symbo...
A:
Q: From the projected views obtain the isometric drawing. 1.
A:
Q: Using a 1 second theodolite the following clockwise angles were measured in a closed traverse. What ...
A:
Q: Design a concrete sewer required to carry a maximum design discharge of 10 cfs on a slope of 0.003. ...
A:
Q: The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips. Calc...
A:
Q: 200 N/ m Determine the horizontal and vertical components of reaction at pins A and C of the two-mem...
A:
Q: 2) A short braced reinforced concrete column supports an approximately symmetrical arrangement of be...
A: The values given in the question are as follows: Total vertical load(P)=1750 kN Area of steel(Asc)=1...
Q: Determine final velocity Initial velocity%3D2 m/s Acceleration=1.6 m/s2 Time-4 s
A:
Q: Take distance 104 m
A: Given data : The value of distance S=104 m The value of initial velocity U=0 m/s The value of accele...
Q: A municipal wastewater treatment plant processes an average of 14,000 m3 / day. The peak flow is 1.7...
A: Surface overflow rate is defined as the ratio of the volume of the water applied in unit time per un...
Q: w kN/m 120 kN A В D 2.0 m 6.0 m 2.0 m
A:
Q: In a 1km heat run two runners, namely A and B have rates of 3m/s and 5m/s respectively. B decided th...
A:
Q: The members are connected by the details as shown, arranged in one row at the centroidal line. The m...
A: ANSWER:-
Q: 5. Two C310x45 channels are latticed together so they have equal moments of inertia about the princi...
A: We have to determine the value of minimum length of the column having the given section and safe loa...
Q: Que 20. The covered area of a proposed building is 150 m? and it includes a rear courtyard of 5m x 4...
A: given-Total area=150 m2courtyard area=5m×4m=20 m2Rate=1250/m2
Q: Problem 1 A 300 mm x 400 mm column is to be supported by a 2 m x 2 m x 0.4 m thick footing @ its cen...
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the exac...
Q: A rectangular channel has an available energy upstream of the sluice gate of 3.5 m. If the critical ...
A: step 1-
Q: the traffic expected is to have a velocity of 100 kph and move around a radius of curvature of 250 m...
A: Given data- Velocity (V) = 100kph =100(5/18) =27.78m/s Radius of curvature (R) = 250 m
Q: Determine the radius of gyration through the centroid (x and y), 175 mm 35 mm YG N.A. dz 180 mm 35 m...
A: Given :
Q: The hardening component in traditional hardening compound is: Wood flour Plaster of Pari...
A: Plaster of Paris is hydrated calcium sulphate which is obtained from calcination of gypsum at a high...
Q: P = ql. Shear release L. L/2 L/2 (a) Select the most economical wood beam from the table Appendix G;...
A:
Q: What is structural database testing, and how is it distinguished from other types of testing?
A: The 3 types of Database Testing are Structural Testing Functional Testing Non-functional Testing S...
Q: 2. 200 Zo0 200 300 300 300 y00 500 Find Po 4 Fg assume i=l0%
A: Hi! Thank you for the question as per the honour code, we’ll answer the first question since the exa...
Q: If the rod is at rest when 0 = 0°, determine its angular velocity when 0 = 90°. Express your answer ...
A: ASKED: To determine the angular velocity of the rod at θ=90o. Given, Weight of the rod (W) = 42 lb...
Q: Why is it important to solve the mpv, Standard Deviation, Probable Error, Standard Error and Precisi...
A: Introduction- MPV-most probable value, standard deviation, probable error, standard error, and preci...
Q: 2. A steel (hot-rolled section) column is subjected to axial load P=50KN and a bending moment of 75K...
A: Answer We are given Axial Load P = 50 KN Bending Moment M = 75 Kn-m Column Length L = 9 m Area A ...
Q: An axial compression tied column with b=50 cm and h-60 cm, reinforced with 10 25 mm. Assume t 28 MPa...
A: step 1-
Q: the Figure shows the weight mg of the block is 120 N and the force, F, has a y-component, Fy, of 35 ...
A: Given data : The value of force =F The value of weight W=35 N The force component in Y direction FY...
b
Step by step
Solved in 2 steps with 2 images
- The taped distance of a line is 198.175 m using a 50 m steel tape weighing 2.4 kg with a cross sectional area of 0.036 cm2 at 32°F with a pull of 8 N is applied, supported at 20 m interval during the measurement. The angle of the tape during measurement is 11°20′. The tape is exactly 50 m at a temp of 28°F at standard pull of 5 N, find the following: a) Correction due to combined correction of the tape b) Correction due to slope c) The correct horizontal distance of the lineA spherical triangle has the following parts: C=900, c=840, and a=650. Compute angle B. Answer: 83 deg, 87deg If the point (2, 3) is equidistant from (x, -2) and (7, 4), find x.Answer: 3In order to find the elevation of point B, a stadia is set up at a point A whose elevation is 100.14 m. The height of the instrument is 1.52 m. The stadia intercept with the rod at B was taken as 1.75 m with the vertical angle 5 ̊30’45” at 2.1 m. The stadia constant is 100 and the value of (f+c) is 0.3. What is the elevation of point B in meters?
- A 100-meter tape weighing 5.08 kg was used to measure a line. It was supported at the end points, midpoint, and quarter points and the tension applied is 60 N. If the total measured distance is 2432.65 m, what is the correct distance of the line?SURVEYING A 30 m tape is 1.2 cm wide and 0.080 cm thick. If the tape is correct under a pull of 54 N. Compute the error made by using a pull of 66 N. E = 2.1 GPa.To determine the horizontal distance between Q and R, a tacheometer was used and was placed at P. The stadia intercepts for Q and R were recorded to be 0.320 m and 0.210 m respectively. Calculate the horizontal distance between Q and R if the angle QPR is equal to 61°30'30". Take stadia multiplication constant as 100 and the stadia addition constant as 0.10 m.
- Using virtual work, determine displacement at B. (E = 29,000 ksi & I = 1,000 in^4)1) A field is bounded by an irregular hedge running between points E and F and three straight fences FG, GH and HE. The following measurements are taken:EF = 167.76 m, FG = 105.03 m, GH = 110.52 m, HE = 97.65 m and EG = 155.07 mOffsets are taken to the irregular hedge from the line EF as follows. The hedge is situated entirely outside the quadrilateral EFGH.E (0 m) 25 m 50 m 75 m 100 m 125 m 150 m F(167.76 m)0 m 2.13 m 4.67 m 9.54 m 9.28 m 6.39 m 3.21 m 0 mCalculate the area of the field to the nearest m2.Given: θ=20o30' Upper Reading=2.800 m Middle Reading=2.000 m (rod reading (RR)= h) Lower Reading=1.200 m Height of Instrument=1.20 m Elevation at point O=140.50 m K=100 C=0 Compute the horizontal distance Determine the vertical distance Calculate the inclined distance find the elevation of point P
- An angle APB is measured at different times using various instruments and procedures. The results, which are assigned certain weights, are as follows: 89°43′38″,wt 2; 89°43′42″, wt 1; and 89°43′30″, wt 3. What is the most probable value of the angle?1. A pacer walks along a 90m course on fairly level ground for a survey party and counted 99.0, 100.0, 101.50, 103.0, 105.50 and 104.0 paces respectively. He then started walking an unknown distance OP which he recorded 174.0, 175.50, 176,0, and 177.0 paces. Determine the following: A] Unknown distance OP B] Relative Precision of the measurement if the taped length of OP is 155.0 meters.(Simplify to the nearest unit fraction) 2. A distance of 12.0m is measured with a tape. During measurement, the other end was discovered to be 2.19 m lower. Find the leveled distance.A steel tape is 100.00 ft long and has a weight of 0.0225 lb/ft and is used to measure a line from A to B in two segments (one full tape length and one partial tape length), supported at the ends only for each of the two segments. The recorded distance is 181.83 ft. The pull at the time of measurement is 12 lb. What is the length of the line corrected for sag? (Assume that no other tape corrections need to be applied.)