18 Which statement is true for cutting plane. a) Its axis depends upon shape of object b) It is always in the center of object C) It makes an angle with the object axis. d) It is always straight line Boş bırak KOnceki 18/20 Sonraki> Карat Sinav

Q: Question 240K-ft where E = 1800 kst H=13,432 int 24 Ft Cal culate andl draw the de formed Shafe.…

A: Given  E = 1800 ksi  I= 18432 in 4

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Q: CSC X 5. If u f(x), then| du Compute f dx 3D sin x - cos x

A: integrations:

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Q: x5 – 1024 - find lim x→4 x – 4 O 1100 O 1300 O none O 1280

A: Divide x5-1024 by x-4 ,as x=4 is a solution forx5-1024 Now apply limit for remaining part

Q: 10 mm 900 mm 0-8.5 kN -500mm 800.mm IC. 70mm FIGURE P5.44

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Q: Given: Lines Bearing S 73 21'E S 40°10'E S 26°42'W Distances A-B 247.20 B-C 154.30 C-D 611.90 D-E N…

A: there are 5 lines( AB, BC, CD, DE, EF, FA) and their bearings, lengths are also given

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A: The centroid of give section is calculated as below

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A: We have to convert 165 degrees to rad.

Q: S = 1500 N 50% A 330 mm 120mm C 180 mm T= 700 N B

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Q: Line kength bearing Loti tud e Perarure AB to G4. 32 S 75'48'€ -165.9913 (D51. 1890 bc 1590.91 S 15…

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Q: 100 mm - 20 mm yo 140 mm http://Civildatas.com 20 mm 100 mm

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Q: Н, — 19 тт, Gs = 2.51, Pa = 1.73 g/cm3 do = 0 division, Gauge factor = 0.01 (mm/division) Dial Gauge…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

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A: Given Steel plate at top and bottom Channel section at right and left  Welded together to form cross…

Q: b) y + y = e2t; y(0) =0 %3D Ans. a)

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Q: Problem 12: A circle has its center at ( 4, - 2) and one end of its diameter is at ( 5, 3 ). Find…

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Q: 10jkN A 2 m trapezoidal square circle rectangle

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A: Elevation of PI = 52.30m g1 = +3% g2 = -3.4% L2 = 282.65m L = 563.30m

Q: 0 60 ។ rectangular components. 70KN 3 45° 4x 100 KN B) 30 50KN

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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: 25.0 kips ip-ft 5.0 kip/ft ↑ ↑ ↑ ↑ B E 5 ft 47.33 kips 5 ft 17.67 kips 3ft 5ft 32.33 7.33 7.33…

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Q: the centrold of the following shaded areas 1. Use R = 60 mm. 60 mm R 1.5R 75 mm 45 mm 54 mm

A: To find centroid

Q: Following are the notes for a line of stadia levels. The elevation of BM-10 is 409.11 m. The stadia…

A: Given data: K=99.20C=0.18 m Example calculation: ID=Kscosα+CID=99.20×1.245×cos-4°25'+0.18ID=123.317…

Q: 1. PROBLEM #1 Convert: a) 203 26'48" to grads b) 339.0648 to deg-min-sec c) 207 18'45" to radians

A: Answer:-                  In this question we will use the concept of degree minutes and seconds…

Q: Ʈallow (MPa)=95     Ø(rad)=0.015     a (mm)=80    d (mm)=40

A:

Q: 1. Measure and record the distance AC = 6.15. 2. Measure angle ACB = 56 °16'0.79" 3. Find the…

A: This type of surveying is carried out when there is obstruction between two point and difficult to…

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Q: A 1.52 kg - 50 m tape is laid between the ends under a pull of 150N. Find the corrected length of…

A: Given,  mass of the tape =1.52 kg length of tape =50 m Force, P= 150 KN

Q: How did you get FB=6072N? Because I am getting 5643.4N

A: Data Available Asked: Reactions FA and FB

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A: Given data : Line length =300 m The average elevation of terrain was 553 m f=152.4 mm.

Q: Determine Q at the three locations on the cross section below. А 13 in. В C 6in. Width Distance to…

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Q: BD = 26 mm thick %3D C = 11 mm diameler P= 29 KN O= 75° Find IC in MPa 100 mm 175 mm D 20 E 200 mm…

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Q: termine the cross sectional ORea is 1200mm? ans in CE 700 EN r, 4m C 4m 6 4m G

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Q: L L L L D L L E B F A G 17° K J H 17° AK = KJ = JI = IH = HG = 3.3 m %3D %3D

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Q: QI/ Find the domain and range (THREE only) 1) y= 2vx + 2-4 2) y =

A: Explained below

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A: Given:- x=0 3x2y"-xy'+y=0 To find:- y(x)

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A: Given data: Bearing of AB is S 6o15' W

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Q: Find the derivative of f (x) = 5(x3 - 10x2 + 8 ) .

A: To find:- f (x) = 5(x3 - 10x2 + 8 )

Q: HOMO GENJUS DIPFERENTIAM FQUATION xyz dy %3D

A:

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