Calculate Normal Stress at point C and D
Normal and shear stress please on point A
The bar has a diameter of 42.8 mm. If it is subjected to the loadings shown (P = 825 N, T = 38.1 Nm, L1 = 205 mm, and L2 = 103 mm, determine the normal stress (in kPa) at point A. Note: Your answer should include requested units and be to 3 decimal places. L₂ B x y 30° P
L2 ty B D3 PI P2 E 7 CROSS-SECTION / 7 CROSS SECTION L2 FI C Ros5-SECTION F1 4.8 (N/mm) L1 (mm) L2 (mm) L3 (mm) P1 (mm) P2 (mm) D2 (mm) D3 (mm) 172 255 172 12.2 13.8 20.8 21.8 (a) Draw shear and moment diagrams for each of the 3 segments of the pedal-crank (b) Determine maximum bending stress and maximum torsional shear stress at key locations of this pedal-crank (c) What are the maximum principal normal stresses,...
kinematics design of machinery
the
shortest length have a lowest L and the longest length is the
longest L the fixed length is the length that is between the
shortest and longest .
5. For each of these problems, find the range of values for the unknown link if the linkage will theoretically act as a (a) crank rocker mechanism (where link 1 rotates through 360); (b) drag link mechanism (double crank mechanism); (c) double-rocker mechanism (d) change-point mechanism; (f)...
D Question 3 60 mi 24 mm 15 m 1s0 me Pl 32 16 mm 30 mm P2 applied to the bar shown with P1 - 750 N, P2 - 500 N and P3 - 10N. Determine the normal and shearing Three forces are stresses at (a) point a, (b) point b, (c) point c. (I am expecting 6 answers to this question, two for point a, two for point b, and two for point c. Please make your answer...
What stresses would you need to calculate in order to develop the 2D state of stress for point B on the cross section of the pipe assembly 400 mm al 200 mm 1500 N 1000 N 20 mm Section a-a a. Normal stress due to normal force, normal stress due to bending moment b. Shear stress due to shear force, normal stress due to normal force, normal stress due to bending moment due to normal force, normal stress due to...
LI L1= 520mm L2=500mm L3=730mm Calculate the x and y deformations at point A and B given that E=70*10^-3 and diameter for all members is 30mm L = 500 mm 222 520 mm 133730 mm y Figure Q.1 a) Determine the x and y deflection at point A and B given that the diameter of all members is equal to 30 mm
Take: P-500 N, L-8m,w-2m,h-200 mm, b-60 mm, and d-20 mm At Point A,find: ?x, ?z' and Tr (Enter values in MPa Support cross-section MPa
Determine the normal stress at point D that acts perpendicular to the grains. Express your answer using three significant figures and include the appropriate units. Determine the normal and shear stresses at point D that act perpendicular and parallel, respectively, to the grains. The grains at this point make an angle of 30° with the horizontal as shown in the figure below. Point D is located just to the left of the force P 13.5 kN (Figure 1) o2,-1 Value...
2. A long specimen is experiencing a normal stress at the ends. a) b) c) d) Find out the safety factor for fracture, if KIc-24 MPa mo5 Find out the safety factor for yielding, if 0200 MPa. Point A is 2 mm from the crack tip O. Determine σχ, Ơy,G, and τ, at point A (v:0.2). Determine whether Point A is in the plastic zone ahead of the crack tip Normal stress 40 MPa 10 mm 50 mm
2. A...
b(mm)=60
d(mm)= 90
P(kN)= 50
e1=(mm) =15
A B Q 2. Determine the resultant stress at all the corners of the column having the cross-section given in the figure if a load of P kN acts at point K having a distance of el from y-axis. K X X D Y