In (Figure 1), σyFigure=49.1 MPa.Determine the principal stresses. Specify the orientation of the element.Express your answers, separated by commas, to three significant figures.30 MPa1 of 101,02, 8p=ΜΕ ΑΣΦ ΗvecSubmitRequest AnswerPart B?MPa, MPa, °Determine the maximum in-plane shear stress and average normal stress. Specify the orientation of the element.Express your answers, separated by commas, to three significant figures.I mea-phaseavg8s=SubmitRequest AnswerProvide FeedbackΜΕ ΑΣΦけvec?MPa, MPa, °

Step 1: Step 2: Step 3: solution is given above Step 4:

Answered: In (Figure 1), σy Figure = 49.1 MPa.…

College Physics

11th Edition

ISBN:9781305952300

Author:Raymond A. Serway, Chris Vuille

Publisher:Raymond A. Serway, Chris Vuille

Chapter1: Units, Trigonometry. And Vectors

Section: Chapter Questions

Problem 1CQ: Estimate the order of magnitude of the length, in meters, of each of the following; (a) a mouse, (b)...

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A triangular lamina has vertices (0, 0), (0, 6) and (6, 0), and uniform density. Find:(a) ¯x, ¯y,(b) Ix,(c) Im about an axis parallel to the x axis. Hint: Use Problem 1 carefully
Problem 7 *3-9. The σ-e diagram for a collagen fiber bundle from which a human tendon is composed is shown. If a segment of the Achilles tendon at A has a length of 6.5 in. and an approximate cross-sectional area of 0.229 in², determine its elongation if the foot supports a load of 125 lb, which causes a tension in the tendon of 343.75 lb. σ (ksi) 4.50 3.75 3.00 2.25 1.50 0.75 0.05 0.10 125 lb € (in./in.) A
The rectangular piece of wood, 82 mm by 162 mm, is used as a compression block. The grain of the wood makes a 33.5° angle with the horizontal, as shown in the figure. Determine the largest axial force P (in N) that can be applied safely if the allowable stresses on the plane of the grain is 11.1 MPa for compression. Round off the final answer to three decimal places. 018 shear.png
Problem 1 ▪5-1. A shaft is made of a steel alloy having an allowable shear stress of Tallow = 12 ksi. If the diameter of the shaft is 1.5 in., determine the maximum torque T that can be transmitted. What would be the maximum torque T' if a 1-in.-diameter hole is bored through the shaft? Sketch the shear-stress distribution along a radial line in each case. T
PROBLEM 2. The light rigid bar ABCD shown in Fig. P-252 is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free, determine the stress in each rod after the load after the load P = 41. 29 KN is applied. Hint: convert the distance of each member into mm, area of steel and aluminum into mm^2, & E into MPa.. Steel L-3 ft A- 0.5 in E- 29 x 10° psi 4 ft Aluminum L-4ft A- 0.75 in E - 10 x 10 psi + 2 ft Figure P-252
The cross-sectional area of each member of the truss is 690.69 in^2. Calculate the stresses in members BD, BE and CE. (answers in psi).
Hand written plz The figure on the right shows a slotted ring (radius r. slot width is negligible), which is loaded by two forces of equal magnitude, acting in opposite direction. Determine the stress resultants N, V and M as a function of the angle op.
i In. V:Y homewo... > Homework Ql: A specimen made from Titanium with diameter 4 mm subjected to force of 2500 N. The specimen extended by 0.422 mm. If the young modulus is 107 GPa. Find the gauge length of specimen. Q2: A road of stainless steel subjected to a tensile test, and the following result were obtained. Yield load = 175 KN and extension = 0.33 mm Max, Joad = 315 KN and max. extension 7.4 mm Original dia. = 16 mm and breaking dia. = 12.4 mm Original length = 80 mm Find: 1-Max. tensile strength 2-Young modulus 3-Percentage of elongation 4- Percentage of reduction in area II >
Problem Set 2: Please Show your solutions, take a clear Picture and u Deadline will on Wednesday (September 29, 2021) at 12Noon. Late s 1. Determine the X and Y component of the 700-lb force. 700 2. Determine the angle e between pipe segments BA and BC. 3 fr 4ft 6ft 2 fti 100 Ib 3. Determine the magnitude and direction of the Resultant FR = first finding the resultant F= F1 + F3 and then forming FR = F- counterclockwise from the positive x axis. F- 75 N F- 80N 5-50N
Under 3 different cell pressures on a water-saturated clay soil sample Triaxial pressure test with consolidation drainage was performed. Ground tested sample is 38 mm in diameter and 76 mm in height. At the time of collapse in experiments According to the parameters given in the table below; sample 1 2 cell pressure 200 400 600 (Kpa) Axial load at 480 895 1300 the time of collapse(kN) Axial length 7.22 8.36 9.41 shortening at the time of collapse(mm) Volume 5.25 7.4 9.3 change at the time of collapse (ml)
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Problem 11: Suppose a vertebra is subjected to a shearing force of 540 N.Randomized Variablesf = 540 Nh = 2.9 cmd = 4.3 cm Find the shear deformation in m, taking the vertebra to be a cylinder 2.9 cm high and 4.3 cm in diameter. The shear modulus for bone is 80 • 109 N/m2.

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