1. 100 mm 225 mm 75 mm 125 mm 50 mm

Q: 200 mm 150 mm 100 mm 200 mm

A:

Q: 3 mm 600 N 6 mm 100 N/mm 3 mm Cable |1 mm 4 mm 4 mm

A: Drawing the FBD of the frame as shown below, Where, FT is the triangular load, FR is the…

Q: 0.1 mm gap 20 Figuro 0

A: For solution refer below images.

Q: 230 mm 60 mm 25y

A:

Q: 80 mm 50 mm 2 1 7 15 mm 15 mm 3.

A: The Center of mass is a point where the sum of the moment of the weight of each particle is zero. It…

Q: E 600 mm B Rigid P. 80 mm 160 mm 80 mm

A:

Q: y 200 mm 200 mm + 150 mm- 125 mm 60 mm 125 mm 1.

A:

Q: 75 mm D. 1.5 m E F B 2 m 150 mm 5 deg 2 deg 4 deg 1.5 deg 1 deg 3.5 deg

A: Write the twist angle of point A respect to point B.   φA/B=φA-φBφA-φB=3°…

Q: 600 mm 600 mm

A: given:

Q: 50 mm 30 mm 20 mm 40 mm * -60 mm- 40 mm x

A: GIVEN DATA- A COMPOSITE AREA GIVEN  WE HAVE TO FIND CENTROID OF AREA

Q: 30 mm 150 mm 30 mm 150 mm

A: given; →dimension for base block (b1*d1)=(150mm*30mm)→dimension for top block (b2*d2)=(30mm*150mm)

Q: Fx A 75 mm 50 mm 150 mm 350 mm В F2 250 mm y

A:

Q: 100 mm 100 mm

A: GivenP=9kNd=6mm

Q: 20° F = 10 N 250 mm 20N B 60% 37.5 mm

A: The given system of force is – The component of 10 N forces is –

Q: 40N 200 mm B

A: Given

Q: A 150 mm B 240 mm 80 mm

A:

Q: Locate the centroid of the plane area shown.

A: The centroid of a 2d plane is the point at which the entire plane can be balanced on the tip of a…

Q: 200 N 250 N 630 mm 630 mm 630 mm

A: Total Distance = 630 +630+630 =1890 mmF1 = 200 NF2 = 250 NF3 = 355 N To-Determine:- Distance,d

Q: 47 mm 47 mm Semiellipse. |26 mm 70 inm 2.

A: Given Data: The base of the triangle is b = 94 mm The height of the triangle is h = 70 mm The…

Q: 25 mm R50mm 100 mm

A: Given

Q: 10 mm Y 15 mm 30 mm 40 mm 10 mm 15 mm X

A:

Q: Ix, Iy, Ixy 10 cm Y 5 cm 10 cm 5 cm X

A:

Q: 150 mm 50 mm 200 mm 50 mm 30 mm 200 mm -50 mm

A:

Q: Take a = 330 mm. y a - 70 mm 120 mm a

A:

Q: 200 mm В

A:

Q: 10 mm 20 mm 50 mm

A:

Q: 300 mm 150 mm 150 mm 75 mm 100 mm 100 mm

A:

Q: 50 mm 150 mm 150 mm 300 mm *

A: A1=300×50A1=15000 mm2y¯1=3002=150 mm   from bottom,A2=300×50A2=15000 mm2y¯2=300+502=325 mm,

Q: Y. 20 mm 20 mm 260 mm 20 mm 200 mm

A:

Q: 600 mm C 360mm

A:

Q: 6 mm 55 mm 10 mm

A: Impact loads are those loads that are acting for a short span of time. Toughness is defined as the…

Q: 500 sq mm в 300 sq mm 400 sq mm A D 10KN 40 KN 50 KN- 20 KN 200 mm 600 mm 300 mm

A: →For part AB:-Force, P=10kN=104NLength(L)=200mm, Area(A)=300mm2→For part BC:-Force,…

Q: 50 N 100 mm 200 mm

A: As per our guidelines, experts can provide solution to only one problem in case of multiple…

Q: 100 mm 30 50 mm

A:

Q: y. what is the change in length in mm? k for =

A: Need to find change in length.

Q: 120 mm 240 mm 120 mm

A: .

Q: mm 40 mm 1.5m

A:

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

A:

Q: H, = 0.40 Hx = 0.30 D 150 mm 150 mm B E 300 mm 300 mm \F 150 mm 150 mm 250 mm

A:

Q: 200 mm 300 mm Steel 75 mm Brass

A: Givenρb=8.75 Mg/m3=8750 kg/m3ρs=7.87 Mg/m3=7870 kg/m3

Q: 200 mm B 300 mm 400 mm 100 D G 600 mm

A:

Q: 2400 mm C 1200 mm 1200 mm 1200 mm 2400 mm

A: The free-body diagram of the plate is shown as, Given, m=102.1 kgW=102.1×9.81=1000.58 N

Q: C 110 mm F В 150 mm E 300 mm A D 200 mm 150 mm

A: There is a circumferential contact force between gears B and EF=TABrB=TEFrETEF=TABrErBTAB=170…

Q: 100 mm 25 mm 75 mm

A:

Q: 120 mm 600 mm 10-N 4N 600 mm 4N

A:

Q: aded (pink) arec 68 mm 68 mm 68 mm 68 mm 68 mm 68 mm 98740460 X mm4 mm4 mm mm

A:

Q: D C 2 mm 5 mm

A: GivenAD=15mmAB=15mm

Q: 90 mm, 90 mm 170 mm 50 mm 37.5 mm Figure Q1 (a)

A: Find the maximum tensile stress and maximum compressive stress Moment=100KN-m