N E S89° 54' 35.40"E 1358.281 m N51° 27' 45.34"E 1778.904 m N65° 59' 59.15"E 1303.296 m S25° 35' 15.22"E 1122.293 m

Q: 6 k-ft A B – + 12 ft 6 ft

A: Given that....

Q: 15OKN B 5m- Sm 5m E = 70 Gpa 1000X10 9. 4. mm 1.

A: A loaded beam is given and it has been asked to determine slope and deflection at D using virtual…

Q: Determine the moment of inertia of the shaded region around the ?−x− axis. ??= ____mm4   Part b)…

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Q: Determine the moments of inertia of the Z-section about its centroidal xo- and yo-axes. 17 mm…

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Q: Зт 4.5m 1.) Determine the location of the general centroid from the x and y-axes 2.) Determine the…

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Q: "| 200 kip-ft 6 ft 18 kips B 9 ft C X

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Q: Using the Area moment method, find the ff. When E = 100 GPa and I = 100x10^6 mm^4a.) Location and…

A: Given values; E = 100 GPa I = 100 * 106 mm4

Q: Determine the angle e between the lines AB and AC. В (4, 3, –1) m A (5, –1,3) m

A:

Q: At what angle a must the 400 N force be applied in order to that the resultant of the two forces has…

A: F1=700 F2 = 400 Resultant, R = 1000 Required  Angle between two forces Angle between resultant and…

Q: Determine the Deflection at the midspan of AB. Use Area Moment Method or Conjugate Beam Method

A: We have to determine the value of deflection at the midspan of AB use the area moment method or…

Q: Determine the Y-Component (My) of the couple acting on the frame below at point O due to the shown…

A: Data Given: a = 0.7 m F = 532 N Asked: Y component of the moment acting on the frame

Q: 66. The magnetic bearing of a line is found as 35° 45'. If the declination is 3° 45' E, the true…

A: Given:- Magnetic bearing=35o45'Magnetic declination=3o45'E To find:- True bearing of line

Q: Зт 4.5m 1.) Determine the location of the general centroid from the x and y-axes 2.) Determine the…

A: Solution: Section Area Xi Yi AXi AYi Parabola 14×π×4.5×3=10.6 4×4.53π=1.9 4×33π=1.27 20.14…

Q: centroid about y-axis

A: Given, A section,

Q: Use the superposition method to determine the slopes and deflections at points B and C of the beam…

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Q: 3m 4.5m 1.) Determine the location of the general centroid from the x and y-axes 2.) Determine the…

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Q: 13. The magnitude of the component of the 1300 N along the y-axis is a.) 563 N b.) 918 N c.) 551 N…

A: This problem is carried out simply by initially calculate the position vector and find the unit…

Q: For the given frame: 2m B A 3 m 60° P C

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Q: Determine the deflection at C using Area Moment Method. Use E = 200 GPa and = 180 x 106 mm4. %3D 500…

A: Step 1

Q: Use Castigliano's secc

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Q: Problem 7.35 Use the virtual work method to determine the slope and deflection at point D of the…

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Q: Using the double integration method, find the ff. When E = 100 GPa and I = 100x10^6 mm^4 a.)…

A: Given Data: E=100 Gpa I=100*10^6 mm^4 EI=1000 kn-m It is given a simply supported beam and asked…

Q: Determine the moment of inertia of the shaded area about the x-axis. 12" OK- -x 7" Answer: Ix = i…

A:

Q: Determine the slope and deflection at point b of the beam shown by moment-area method

A: Given cantilever beam with Moment of intensity 70 kN-m acting at the end of beam. Length of beam,…

Q: Use the conjugate-beam method to determine the slope and deflection at point B of the beams.

A: The given figure is shown below:

Q: Use the moment-area theorems to determine the rotations and the deflections of the beam. Prendre E =…

A: L1 = 5m L2 = 3m I1 = I  I2 = 3I

Q: Analyse the beam using the slope deflection method and also draw the shear and bending moment…

A: Analyse the beam using the slope deflection method and also draw the shear and bending moment…

Q: Use the virtual work method to determine the deflection at point C of the beam shown.

A: FInd reactions:∑ MA=0RB15-21522=0RB=29.4kFInd reactions:∑ Fy=0RA+RB-215=0RA=12.6kMoment…

Q: The true azimuth of line AB is 130 degrees. The deflection angle between the prolongation of line AB…

A:

Q: In the photo, the 190N force makes an angle of 50 degrees with the horizontal. The 26ON force makes…

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Q: 7.34 and 7.35 Use the virtual work method to determine the slope and deflection at point D of the…

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Q: Using the conjugate-beam method, determine the slope and the deflectionat at points B and D for the…

A: EIAB = 200×106  KNm2 ×630×106×10-12   m4  = 126000  KN.m2EIBC = EICD = 200×106 KNm2 ×420×106×10-12…

Q: Determine the Deflection at C. Use the Any Geometric Method (once for DIM, once for AMM, once for…

A: Given, E=200 GPaI=250×106 mm4

Q: Determine the length of the connecting rod AB byfirst formulating a Cartesian position vector from A…

A: Determine the length of the connecting rod AB by first formulating a Cartesian position vector from…

Q: 7 1) 4)| Which of the following is true regarding the Moment- An internal hinge for the conjugate…

A: As per bartleby policy I can answer only 3 true/false question at a time. please re-upload again the…

Q: 1p kN/m 20 kN 3m- 8 kN- D 6 m 4.

A:

Q: 2. Use the moment-area method to determine the slopes at ends A and D and the deflection at midspan…

A: Given data:

Q: Determine the deflection at B and D and the slope at left and right of B using any of the following…

A:

Q: Topic: Centroid and Moment of Inertia

A: Hi! Thank you for the question, as per the honor code, we are allowed to answer three sub-parts at a…

Q: 6kN ec and Ac - 4KN E = 200,000 MPa I = 9 x 107 mm4 4m 3m Fig.P15.1

A:

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.