Angle of twist at E, Øif Torque at F is 107 Nm, G-210 GPa and J-79531 88 mm 4 Power at F= 2000 MW angular velocity, w = 200 rad/s AB=BC= 1000 mm DE = 500 mm EF=CG= 2000 mm 50 mm 30 mm D 35 mm T A O a 1197 48 rad Ob 1197483 33 rad Oc 74.84 rad Od 598.74 rad B C 125 mm
Q: Problem# 2: An overhanging beam made of IPE270 is subjected to a factored concentrated load of Pu,…
A: Given, Overhanging beam section is made of IPE270.Properties of IPE270.Wpx=484×103 mm3 ,…
Q: To estimate the frictional head loss, we use Darcy-Weisbach eq ( LV2 hy = f), where f is the…
A: Please select the most appropriate answer to get the friction factor f. 1.Moody diagram and…
Q: Observed N-value of an SPT test is 21. The N-value after correcting for dilatancy is 1. 18 2. 21 3.…
A: Observed N-value of an SPT test, No=21.
Q: A Force of 397 N is at an angle of 69 degrees above the positive x axis. What is the y component of…
A:
Q: 4. The average spacing between vehicles in a traffic is 50 m, then the density (in veh/km) of the…
A:
Q: 19.1 A 60-ft-span of a simply supported pretensioned beam has the section shown in Fig. 19.12. The…
A: segment A(in2) y(in) Ay Iy(in4) d(in) Ad2+Iy(in4) 1 120 3 360 360 16.936 34779.37 2 144 18 2592…
Q: The flexible band F is attached at E to the rotating sector and leads over the guide pulley.…
A: Band Velocity, Vf = 4m/s Distance of OE rOE =200 mm=0.2 m Distance of OA rOA =125 mm=0.125 m…
Q: While designing a hill road with a ruling gradient of 6%, if a sharp horizontal curve of 50 m radius…
A: Ruling gradient =6%, Radius of the curve R=50 m, It is needed to find the value of the compensated…
Q: ans
A: Determine the reaction at A and B of the beam using Castigliano's theorem.
Q: Define the following words Tesserae Kline Klismos Chai
A: These three terms give various elements that are important in design and art. Learning these will…
Q: The data given below pertain to the design of a flexible pavement. Initial trafic = 1213 cvpd…
A:
Q: Question A traffic stream in particular direction of a two-lane road moving with a constant speed of…
A: A traffic stream in particular direction- 2 lane road-Speed V=50 kmphAverage headway t=2.52 sTo…
Q: A platform is supported by two reinforced concrete columns spanning 8m. Both columns are reinforced…
A:
Q: A hall of 10 mx 15 m consists of a number of beams with 3 m center to center parallel to the shorter…
A:
Q: 8) A sheet-pile wall retaining a silty sand is shown in the figure. Using the Rankine formula, the…
A: Cohesion = 0 Angle of internal friction = 32°. To find: passive earth pressure coefficient.
Q: Project Location Description Sample No. CALIFORNIA BEARING RATIO (CBR) TEST Penetration Penetration…
A: Find: CBR % (2.5 mm) CBR % (5 mm)
Q: A normally consolidated clay layer settles 1 cm when the pressure increases from 1 kg/cm² to 2…
A:
Q: 1.37 What is the specific weight of air at 70 psia and 70 °F?
A:
Q: Radius of the pin at C is 3mm. While at static equilibrium, we know that a force P of magnitude 500…
A: p=500 n r= 3mm
Q: III. A cantilever beam having a width of 350mm, height of 650mm and length of 5m is reinforced with…
A: Width of beam = 350 mm Depth of beam = 650 mm Span of beam = 5 m
Q: 0.0054 Is to carry 5 m3 /s. The channel material has an n value of 0.051. For a most efficient…
A:
Q: A vertical cylindrical steel storage tank has 30 m diameter and the same is filled up to a depth of…
A:
Q: Please annotate the attached image to highlight the different phases of a polymer stress/strain…
A: Take stress in MPa
Q: The data given below pertain to the design of a flexible pavement. Initial trafic = 1213 cvpd…
A:
Q: 3. The figure is a section of a masonry dam resting on a foundation and subjected to water pressure…
A:
Q: For linear stress variation over the base of the dam of the figure, find where the resultant crosses…
A:
Q: Find the Resultant of a 185 lbs force pointing to the left and a 213 lbs force pointing up. Round…
A: Left force (R1) =185lbs Up force (R2) =213lbs To find Resultant force
Q: 10) A 10.75 cm diameter steel pile is driven 25 m into stiff, insensitive clay. The pile has an…
A: Given; Diameter of pile (d) = 10.75 cm = 0.1075 m Length of the pile (l) = 25 m Friction capacity…
Q: Problem 3 Complete 5.130 from the course text. 5/130 Determine the shear force V and bending moment…
A:
Q: . A roundabout is provided with an average entry width of 8.4 m, width of weaving section as 14 m…
A: A roundabout is provided with an average entry width of 8.4 m, Width of weaving section as 14 m and…
Q: 4) A concrete gravity retaining wall having a unit weight of 150 pcf is shown in the figure. The…
A:
Q: Direction: A four hour unit hydrograph of a catchment is traingular in shape with base of 80 hours.…
A: Given data: Total depth of rainfall = 4 cm Loss = 1 mm/hr for 4 hr = 4 mm = 0.4 cm Rainfall excess =…
Q: As shown in the figure, a hydraulic jump occurred at the end of spillway, the depth of water (2) and…
A: Depth of water after the jump (y2) = 11m Velocity of water after the jump (V2) = 2.9 m/s Determine…
Q: Draw the shear-force and bending moment diagram using area method. Do it neatly and understandable…
A: The loading diagram is shown below.
Q: Rio Grande 500 Head lost due to pipe wall friction (consider PVC only) Velocity of water Percentage…
A: Given:Horizontal Length of the pipe =305mGross Head = 75m , Diameter of pipe=400mm=0.4mFlow…
Q: For a beam of cross-section, width = 230 mm and effective depth 500 mm, the number of rebars of 12…
A:
Q: The design speed for a two-lane road is 80 kmph. When a design vehicle with a wheel base of 6.6 m is…
A: Two lane road- Speed V=80 kmph, Wheel base length L=6.6 m, Off-tracking length O=0.096 m, It is…
Q: How much effort has been made by the federal government of the United States to increase…
A: The federal government of the United States has made substantial efforts to enhance transportation…
Q: -21 GV The following travel times were measured as below and SMS for this data (tabulate your…
A: The above data is provided. We have to find out Time Mean Speed (TMS) Space Mean Speed (SMS) Now…
Q: Q1. For the truss shown in Figure, find the forces in members BE, CE, and DE 02 3m 3m 4m B E 10 KN…
A:
Q: Ocu 14°, Ø' = 25° Q2- A fully saturated normally consolidated clay sample was tested in a…
A:
Q: The error in measuring the radius of a 5cm circular rod was 0.2%. If the cross-sectional area of the…
A: given- Error in measuring radius= 0.2% radius=R=5 cm area=A % error in area needs to be find out.
Q: A N.C. clay was found to have -26°. The soil was tested under different types of riaxial compression…
A: ##For Normally consolidated saturated clay having c=0 ## Calculation for given parts of problem…
Q: An isolated three-phase traffic signal is designed by Webster's method. The critical flow ratios for…
A: An isolated three-phase traffic signal designed by Webster's method- Critical flow ratio for the…
Q: The results of a field unit weight determination test performed by means of the sand cone method are…
A: Given Calibrated dry unit weight of Ottawa sand, Yd1 = 104 pcf Weight of Ottawa sand to fill the…
Q: 5/121 Determine the reactions at A and B on the beam subjected to the point and distributed loads.…
A: FBD of the Beam: To Find : Reactions at A and B on the Beam.
Q: 3. If the Azimuth of AB= 190° 24' and CB= 260° 44', the angle ABC a)70° 20' b)150° 20' c) 271° 80'…
A: Azimuth of AB = 190o24' Azimuth of CB = 260o44'
Q: good stuff you got here, although It is a bit messy. I would appriciate it if you could lable what…
A: Given: Required : Moment at each location
Q: Determine the horizontal velocity v₁ of a tennis ball at A so that it just clears the net at B.…
A:
Q: 2) Use the method of MEMBERS to determine the true magnitude and direction of the forces in members…
A: Find: Member forces by method of members
Step by step
Solved in 3 steps
- The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 04 between both collars and the rod determine the maximum supporting force available from friction when F = 0 and when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 618.75A 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm²d=927 mmbf=308 mmtf =32 mmtw=19.4 mmIx=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. What is actual bending stress of the column in MPa? a. 8.2 MPa b. 7.2 MPa c. 9.2 MPa d. 10.2 MPa 2. What is the allowable bending stress of the column? a. 150 MPa b. 143.7 MPa c. 163.7 MPa d. 155.7 MPaA 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm²d=927 mmbf=308 mmtf =32 mmtw=19.4 mmIx=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. Which of the following gives the value of critical slenderness ratio? a. 16.86 b. 26.86 c. 46.86 d. 36.86 2. What is the ratio of Allowable axial stress to Actual axial stress (fa/Fa)? a. 0.192 b. 0.172 c. 0.182 d. 0.162
- A 3.5m high column consists of W920 X 289.7. It carries an eccentric load of 1000 KN with an eccentric of 100 mm along the y-axis. The column is restrained on both ends. Fy = 248 MPaProperties of W920 X 289.70A=36770 mm² d=927 mm bf=308 mm tf =32 mm tw=19.4 mm Ix=5036.4 (10⁶)Sx=10.88 (10⁶)Iy=156.09 (10⁶)Sy=1.014 (10⁶)K = 0.50Cm = 0.85 1. What is the eccentric moment(Mx) in KN-m? a. 100 b. 150 c. 175 d. 90 2. Which of the following most nearly gives the actual axial stress? a. 37.2 MPa b. 47.2 MPa c. 27.2 MPa d. 57.2 MPa 3. Which of the following gives the value of critical slenderness ratio? a. 16.86 b. 26.86 c. 46.86 d. 36.86 4. What is the ratio of Allowable axial stress to Actual axial stress (fa/Fa)? a. 0.192 b. 0.172 c. 0.182 d. 0.162 5. What is actual bending stress of the column in MPa? a. 8.2…The 100-mm-diameter pulley shown fits loosely on a 10-mm-diameter shaft for which the coefficient of static friction is Determine the minimum tension T in the belt needed to (a) raise the 100-kg block and (b) lower the block. Assume that no slipping occurs between the belt and pulley and neglect the weight of the pulley Choices: A. TMAX = 1075 N, TMIN = 906 N B. TMAX = 1075 N, TMIN = 690 NProperties: • b1 = 300 mm • b2 = 180 mm • d1 = 250 mm • d2 = 350 mm • f'c = 28 MPa • fy = 414 MPa • eccentricity = 200 mm Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in kN 4. Moment Capacity in kN-m
- The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w0 = 11 kips/ft, wCD = 5.0 kips/ft, LAB = 7.5 ft, LBC = 7.5 ft, LCD = 11.0 ft, LDE = 4 ft.The built up section was made by 3-W760 x 314 steel sections Typical Section: lx = 4200 x 10^6 mm^4 ly = 315 x 10^6 mm^4 A = 40,100 mm^2 Compute the moment of inertia about the centroidal y-axisSolve the differential equation for dy/dx = 4/x^2-1
- The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 0.4 between both collars and the rod determine the maximum supporting force available from friction when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 168.75Q5. Crank OA Rotates With Uniform Angular Velocity 0, = 4 Rad/s Along Counterclockwise. Take OA= = 0.5 M, AB=2r, And BC = V2r. For The Instant, P=45, OA Is Horizontal And AB Is Vertical. Determine The Angular VelocityFor the ff. beams:a. Determine the location of the neutral axis from the bottom of the beam.b. Calculate IY.c. Calculate IX using the three approach. (The three approach) • combine the area using bh3/12 • deducting the area using bh3/12 • using bh3/3