The beam shown is made of a nylon for which the allowable stress is 24 MPa in tension and 30 MPa in compression. Determine the largest couple M that can be applied to the beam. M = N•m 4 15 mm ✓ 56 mm 28 mm 30 mm M

Q: A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

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Q: Backward bearing 322030'00" 44°15' Forward bearing 142030'00" 223°15'00" 287°00’00" 12045'00"…

A: Given values- Five lines are given AB, BC, CD, DE & EA with Forward Bearing and Backward…

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude A-B…

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Q: situation 2] Given the following technical description of a closed traverse, Length, m 255.75 Course…

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Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: Complete the table by referring to the data below: - compute for the lat and dep - compute LEC and…

A: Solution: Solving by Transit rule: Corrected Lattitude: Clat=-Lat. ∑Lr∑L Corrected Departure:…

Q: 4 ) Calculate Lattitude and departure for length 77 m and Azimuth 23 Degree

A: given data  length of line = 77 meter azimuth of line = 23 degree we have to find  departure = ?…

Q: Find the departure misclosure using compass rule Find the latitude misclosure using compass rule…

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Q: Data of a closed traverse are as follows: Compute the distance of line (5-1) a. 206.92 m b. 374.97 m…

A: Let distance 3-4 be x and distance 5-1 be y

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

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Q: 6-12. What is the angular misclosure of the closed traverse below? Ans.: A (a.) (b.) (C.) (d.) B85°…

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Q: Find the distance between P1 ( 3, 120°) and P2 ( 4, 30°)

A: Solution: d = r12 + r22  - 2r1r2cos(θ1-θ2) where, P1 = (r1 , θ1) and P2 = (r2 , θ2) Here,r1 = 3 θ1 =…

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

A: Given data in question  Departures Latitudes Lengths To find out  Error of enclosure

Q: ve the line ABC Iween A and E.

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Q: Compute the area of the following shape in (Dunam, Evlek, m2):

A: Join B to E and C to E. So that we can find area of ∆CDE, ∆BCE and ∆ABE and area of circular segment…

Q: A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S…

A: LINE DISTANCE BEARING LATITUDE=Lcosθ DEPARTURE=Lsinθ AB 1081 S73°47'E -301.89 +1037.03 BC…

Q: Course Adj. Lat. Adj. Dep. AB 490.71 m. 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32…

A: Course  Adj lat Adj Dep DMD 2A AB 490.71 47.27 47.27 23195.86 BC 587.12 608.89 703.43…

Q: Given: Instrument @ "B", BS "C", FS "A" Northing B = 5000.000, Easting B = 10000.00, Elevation B =…

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Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

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Q: Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the…

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Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given,  This is related to surveying.  We need to determine azimuths of each Line.

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: Give atleast 6 advantages and 6 disadvantages of using a deflection angle traverse in adjusting a…

A: The word traverse means 'to pass over.' In the test, it means 'determining the length and direction…

Q: Q3/ complete (LAT, DEP) of travers ABCDE Station Azimuth Length Latitude Departure A 26 10' 285.10 B…

A: As per guidelines we are supposed to answer only 1 question so repost rest questions separately

Q: 7-) A level of circuit is run a total distance of 9 km from BM30 to set three other benchmarks in…

A: Solution Given Diagram

Q: The azimuth from south corresponding to N 69°21' W is Select the correct response: O 249-21 O 159-21…

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Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

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Q: COMPUTED CORRECTION BALANCED COURSE DISTANCE BEARING LAT DEP LAT DEP LAT DEP AB 495.85 N 05°30' E BC…

A: Latitude is Lcosθ Departure is Lsinθ    Latitude Correction=-LengthPerimeter × Latitude…

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

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Q: Calculate Lattitude and departure for length 32 m and Azimuth 60 Degree

A: Given: Length of line, L=32 m Azimuth = 60 Degree   To find: Latitude and Departure

Q: +he quadrilateral measured by tape:. MEA SURING ANGLES TAPE. In ABCD WITH shown in Fig. I1-18, the…

A: Given All the length of sides of the Traverse (quadrilateral) and diagonal.  To find All the angles…

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Q: HI = 1.496 ELEVATION OF PT A: = 200 K = 99 HAIR READING MIDDLE LOWER 1.589 VERT. STADIA DISTANCE…

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Q: Given the following technical description, determine if the traverse is closed. If not, balance the…

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Q: Measured Interior Angle (2) N(Y) Point 610.24 (1) 100 45'37" 5000.00 N (Y) A B. 231 23'43" 10,000.00…

A: Azimuth is the angle between two points in a sphere. The angle between a projected vector and a…

Q: Convert the following to azimuth:  N64°21’18’’W S45°26’42’’E S79°42’16’’W

A: Convert the following to azimuth:  Part (a). N64°21’18’’W This is in quadrant 4. Azimuth  =   360°…

Q: 7. Determine whether the planes are parallel, orthogonal, or neither. 4x - 20y – 4z = 8 3x - 15y –…

A: If theta = 00 or 180⁰ : planes are parallel     theta = 90⁰          : planes are perpendicular

Q: Determine the adj. length of each path based on the observed data of a closed traverse.

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Q: A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43…

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Q: Q.2) Answer ONE from the following: A) Compute the coordinates of the traverse points Q, R, S, and…

A: Given:

Q: Course Balanced Balanced Departure Latitude Double Area (*) DMD Double Area (-) AB 517.44 -388.84 вс…

A: 1) Length of course BC = Departure2BC+Latitude2BC                                      =…

Q: b)Table 3 shows the data of closed traverse. Table 3  Station    Bearing    Distance (m) 1-2…

A: Given  Traverse data  Coordinates of station 1

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.