RIS R12 frant sew R32

Q: 8 KN SFD=? BMD=? 3m 3m v

A: Draw the load diagram and find the reactions. Consider the equilibrium of moments about point A.…

Q: -3t 4.8. x(t) = -4.132 x 10-2e sin(29.85t – 1.5529) +9.820 x 10-3 sin(15t – 0.1343) |

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Q: S e-2"cos t dt = 3 %3D 4 COS

A: Given: ∫0∞e-2tcos2dt=34 The expression for the left-hand side of the question is given by,…

Q: nine the required mag me is 250 Ib.ft clockw

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Q: dy y dx

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Q: using simpsons (3/8 Yule , eualuate taking (6) strips. Q-3-

A: Given ,  the function -  ∫01dx1+x use of simpsons 3/8 th rule.  no. of strips to be taken 6.…

Q: Determine the forces in members EF and GI of the truss shown.

A: Determine Reactions at B and J Take moment about B

Q: 1. Draw the FBD of member ADB 20 Ib - 15 in. 15 i B.

A: As per our guidelines we are supposed to answer only one question. Kindly repost other questions as…

Q: Pip P'pe.

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Q: 1. Draw the FBD of member ADB 20 Il

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Q: Draw SFD and BMD 0.25KNm 5KN/m 1OKN Im 2.

A: Note:As per our guidelines we are supposed to answer only one question. Kindly repost other…

Q: Differen bending neaf possible ach t

A: for solution refer below images.

Q: M B. a) T 09 4 3. A

A: Given Data⇒ Figure

Q: 8M 8 6 WL

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Q: I have three parts that I need answered pertaining to the print provided below.   List the three…

A: The list of the three parts which are Stud, Insert and Bracket. So, the correct option is (a).

Q: (8 – x) . 5 in. Dy -2 in.

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Q: da ded How much can the temperature increase at most without creating a flow in the AB or CD stick?…

A: Given data:

Q: P = 0.08 bar %3D

A: ANSWER: a)41.51 C Kindly refer Steam Table to get the answer.

Q: 151 wLx 113 wL²x wx4 24L ,2 0 = wx3 - - 340 510

A: Given: The equation is given below: -Wx424L-Wx36+151WLx2340-113WL2x510=0

Q: 2) = 20KN S=3 Sy = 960 lPa Bobt joint mthoud clearance Findi d

A: Given data: P=20 kNs=3Sy=460 MPa Need to determine the diameter of the rivet.

Q: t - 1 3. r(t) = In ti + t + 2 j +tlntk,t, = 1

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Q: prove 玉 se t身 area -A

A: Simple supported beam with UDL: The simplest configuration of the construction is a simply supported…

Q: Esteel=20Ewood- Owood = 10 MPa. OSteel= 150 MPa wood Steel \00 mm

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Q: C L. WAB

A: Configuration diagram:

Q: Ay m Y Y - 4 0 =mt www

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Q: QUESTION 16 The minimum number of cycles to failure versus stress (S-N curve) of an outer guide vane…

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Q: Sign Convention 250KN 300KN + A B CW CCW 45° 2m 2.5m

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Q: 5 kip/ft 15 kip It 15 kip · ft B- 10 ft 6 ft 19-

A: lets take x-x in section BD at distance x

Q: cement: FLDE mm CF mm mm 1 1.5 84 = 8p + 8c = mm tan a = α Ans 1500 FALAH = A/H mm AH 8 = 8g +84H mm…

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Q: 0.75 inch 0.75 inch 0.75 inch 1.25" 0.75 inch The aboveg is a GLHP header piping arrangement. To…

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Q: 3) f(t)= (t+1) sin (t+2)= + sinltt2) + sint +2) ssin(2)+ 1. Cose) s sin(2) +1- COnd Lif+)} = (4) d…

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Q: gine is 10 inches and the stroke i ric heating process is 800 psia. 06 of th e stroke compute the n

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Q: e engine is 10 inches and t metric heating process is ng 3% of the stroke, comp atmosnhore is at 147…

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Q: etermine the minimum clearance in the assembly.

A: To determine the minimum clearance in the assembly.

Q: Urgent. P = 18 kN

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Q: 410 MPa 25 kpsi For th princ the 55 MPa 13 kpsi 300 30 kpsi MPa (a) (b)

A: for solution refer below images.

Q: В 125 mm A 175 mm C OD - 225 mm 150 N 75 mm

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Q: A -A, = 660 mm 2m Cap plate 3m Anc =860 mm

A: Given:AAB=660 mm2ABC=860 mm2E=110 GPaNote: According to Bartleyby's policy we shall answer only…

Q: e CLA over length L?

A: 2 μm.

Q: - R60mm Fig 10 100mm 20hm 20mm 100mm 40mm pun ser

A: For a composite area consisting of many areas Ai, each with centroid at locations xi¯,yi¯, the…

Q: rd frame and dr.

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Q: Halp

A: A weld symbol without a flag shows that the weld is to be made within the shop. In more seasoned…

Q: Relermine hoop dhes thin &iylindesu P=25 Pa d= 2m 2) wwlcf

A: Given data : Pressure P=25 Pa Diameter d=2 m Thickness t=1 mm   Find : Hoop stress

Q: b. +メく + be=30 cm; b, =11 cm; b, = 1Dcm he bi = 22 cm; hz= 20cm; hg =17cm In=? Ymar=?

A: Divide this shape into three parts 1st part is hatched part 2nd part is (b3*h2) 3rd part is (b4*h3)…

Q: 3Airflows omareservoir where P=300 k Pd& To- beok threugh a threat t. Section@ whern there is a s…

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Q: Ip 2r

A: The given two degree system can be analysed by seperating both masses and then balancing of the all…

Q: t(dx/dt) 6te2 + x(2t – 1). xt = (3t2 + c) e2ª. ANS.

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Q: y Verilenler: al-160 mm (3) 03 a2-80 mm (4) a3-170 mm a4- 120 mm 04 8, - 95 derece

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Q: d. SQ/T

A: Total heal supplied of head rejection in the complete cycle is  zero

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.