Q/Determine Hthe x and y Components of Fi and tz acting. on the beom Shown in figure below- = l00N Fi= 300 N %3D 30 45

Q: The 2D stress field in a body is described by o = where c is a constant cx² Determine the two…

A: σ=cy200cx2 σxx=cy2 σyy=cx2 τxy=τyx=0 εxx=σxxE-νσyyE=cy2E-νcx2E εyy=σyyE-νσxxE=cx2E-νcy2E γxy=γxy=0…

Q: 3. What will be the variation in BMD for the diagram? [Assume I = 2m]. 10 KN в А a) Rectangular b)…

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Q: x+y= 4 3. For the system of equations x+: =-2 , what is xyz? y+z= 12 A) -98 B) 126 C) 225 D) -135

A: It is required to determine value of xyz

Q: :Q2/c/ the reaction By is 40N 200 mm 33.5 N O IB 24.5 N O 300 mm | 20N 20.5 N O 300mm 22.5 N O 13.5…

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Q: Find the area of the region that is bounded by the given curve and lies in the specified sector. r =…

A: Given data: r=sinθLimits=π3≤θ≤2π3 Need to determine the area bounded.

Q: Which of the following are correctly defined periodic functions: I1 h(t)=t+3, 0<t<2, h(t+4)3h(t) Il…

A: given; find periodic fumction;(i)h(t)=t+3 ,0&lt;t&lt;2  ,h(t+4)=h(t)(ii) g(t)=sin(t) ,0&lt;t&lt;π,…

Q: Q2. Find IED E30- 50 20 (B 40 R= 20 T+-20-i40- y E - 20-4 İ40H-20- İx

A: Consider the given figure. The moment of inertia of the area ACDE about ED is given by…

Q: "The reaction at A is * 40N 200 mm В 300 mm 20N 300mm 45°

A: Let FBX and FBY are the horizontal and the vertical reactions at the hinge support B respectively.…

Q: Prove the following two equations: Strengh of Material G= K = E 2(1+v) E 3(1-2v)

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Q: a2 az

A: Considering unit side hexagon Arrow side coordinates:  [ a1 a2 a3 z ] = 12     -1      12     0…

Q: B00 N Deter mine the magni nde nd direction 200 of the resultont 300M forces 40 shown in the hiyure.…

A: Solution: Sum of the forces in the horizontal direction, ∑FH=200cos30+300-420sin40=203.234N Sum of…

Q: D 6m 3.54m 55.2° 45° 450 5m 5m, 34. 834. 8 45° 5000 N RA 45° 55. 2° RAY E 6m -2950 N 7950 N

A: Given:- Length AD =5m Length DC =6m Length FC =AE =  3.54m so, length EB = ( AB -AE ) = ( 6-3.54) =…

Q: F M F= {30 i+ 40j + 50 k} N applied to point M| strength; 3 N (a) The moment it develops around O…

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Q: Example 10: Determine the resultant of the tensions of the wires shown in figure below. n' 12b 18tb…

A: Solution:

Q: 9.67 Determine the principal ax- plane region. y 152.4 mm Figure P9.67 152.4 mm

A: The axis passing through the CG of the body is referred to as the principal axis of the moment of…

Q: A sheet of copper is stretched biaxially in the xy-plane. If the strair are e = 0.40 × 10-³ and e, =…

A: Given Data : Copper sheet Strains are : εx=0.40×10-3εy=0.30×10-3 E=110 GPav=0.35

Q: OI5. Delermha The resultant of The forces sheon in figure (o) 48KN 2 kN CAKN

A: Draw the given diagram.

Q: If the concurrent forces shown in Fig are in .equilibrium find (F) Y 300N A0ON 30 -X F 46.4 NO 200 N…

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Q: Determine if  x dy/dx=y-x is separable hence find general solution.

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Q: + Use Lagramge t,p fa find the podynow the following dat and find P(I2) ら i 2. 5 4 8.625 43.878 72…

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Q: 3) The displacement field of a screw dislocation of Burger's vector b is given by tan y Find the…

A: Given that, u=0, v=0 and w=b2πtan-1yx εxx=εyy=εxy=εyx=0…

Q: 500 N 45°( 38( 300 N ZOON > X

A: Given:-  To Find:-  Resultant Force  It's direction

Q: Determike the magnitade ond 140 N direction •f the 30 moment with rapect 1.5 to point A A 30 Nm 1

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Q: 25 N 9 N 60

A: When force is applied on the block it tends to create motion or tries to change its shape and size.…

Q: ᴀ ꜱᴛᴇᴇʟ ꜱʜᴀꜰᴛ 2569 ᴍᴍ ʟᴏɴɢ ᴍᴜꜱᴛ ᴛʀᴀɴꜱᴍɪᴛ ᴀ ᴛᴏʀQᴜᴇ ᴏꜰ 34 ᴋɴ-ᴍ. ᴛʜᴇ ᴛᴏᴛᴀʟ ᴀɴɢʟᴇ ᴏꜰ ᴛᴡɪꜱᴛ ᴀɴᴅ ᴛʜᴇ…

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Q: 1) Find the +Y -120lb 60 180lb + 70lb 30° 150lb +Y FORCE e F =F.Cos(e)F,=F.Sin( e) (Ib) R = %3D

A: Mechanical Equilibrium: A body is said to be in mechanical equilibrium if it satisfies the following…

Q: Determine the X and Y components of 4 N as shown in figure +y ¢ Fy 30° +x Fx

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Q: 80 090- Ø40 16 20 R 20- is 3.14 i 18. 13.

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Q: In the above figure, vectors P and Q lie in the xy plane. It is also known that 0 = 40°, P = 15 ar =…

A: The representation of the direction of the cross product is as follows:

Q: 60° 60 52 26 Ø6 60° 60° 12 OETØ Ø62 040 Ø25 20

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Q: Given that the force P is applied in a plane parallel to the y-z plane. e = 65°, My, = 15 Nm and Mz,…

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Q: Consider the 4-node isoparametric element. Show that at the origin of the re n = 0: an, y2 - Y4 əx…

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Q: y= 12 -x 12 10 (a) Find the area of the region by integrating with respect to x. (b) Find the area…

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Q: If the element is rotated by 60 degree 20 MPa 50 MPa -40.0 50.00 40 00 -30.00 -20.00 10,00 -7.016…

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Q: Determike the magnitade ond 14. N direction f the Sou N moment with rapect 1.5 to Point A A 30 Nm

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Q: Draw the corresponding scheme and find the equation on the right. Method used and Four assumptions…

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Q: Determine P and Ra RA P 75 60 13.67" 8" (a) 100 lb 10" 21.67"

A: Solution : First, the component of RA in the vertical direction is calculated as:…

Q: blem. sider the following problem. Find the displacement of node 4. Assume F2=200 N, F3=300 N, 400 N…

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Q: y F1 = 15000 N 40° %3D F, =26000 N 12 30° F3 =36000 N Find the net force in the x- direction none of…

A: From the given figure, Force F1 = 15,000 N Force F2 = 26,000 N Force F3 = 36,000 N   Hypotenuse of…

Q: Convert the polar function r = tan20 to cartesian.

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Q: The distance y' from the neutral axis .from x axis =.. mm 142.63 O 75.37 O 57.37 O

A: L1=200 mmH1=20 mmL2=20 mmH2=180 mmL=L1-L22=90 mmH=200 mm

Q: Q5/ Find the equation tor the plane P(0,2,-1) and nomal to thiough n= 3i-25 -k

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Q: Q/Determine Hhe x and y Components of ti and F2 acting. on the beom Shown in below- 2= looN FI= 300…

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Q: Q: Is the function below symmetric? If Yes, Which kind of Symmetry does it have? 2- y--

A: given fuction y=-x3

Q: unger -Highly permeable Magnetic material 2w Mass M Depth d perpendicular to page v, A N turns…

A: From given circuitVS(t)=i(t)R+Ldi(t)dtnow rearrange above equationLdidt+Ri=VS…

Q: Show the following: (a) E E O = 0 leads to symmetry of stress tensor (i.e. O = 0 or 6 =6') 1 (b) Е…

A: Solution: (a) The reference state of stresses in terms of their components are given below:

Q: u Faces of the resultant system of converging forces in Figure (2). 1KN 2000 Fal 500N 400N X

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Q: Q2. Find Igp 30 - BI 50 20 C B 40 R= 20 E, 20→+40- 20 20

A: