1. W = |KN B P = 5KN → Find deflection + superposition → Shear @ A → Shear @ 8
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find deflection, shear at a and b
![1.
W = |KN
B
P = 5KN
→ Find deflection + superposition
→ Shear @ A
→ Shear @ 8](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0b248bcb-d422-475d-9311-e6ae6a3d6b31%2F95aab7e8-755b-45ad-9d6a-0f6f3c7eb96b%2F27mdzqg_processed.jpeg&w=3840&q=75)
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- 90°–0 9. A A metal [E = 106 GPa; v = 0.31] bar of height h = 40 mm and thickness t = 8 mm is subjected to an axial load P. Two strain gages mounted at point A measure strains of ɛx = 575 µɛ and ɛy = -10 µɛ; however, the angle 0 indicated in the figure is not known. What is the magnitude of load P? Ex + Ɛy' : i με Ex + Ɛy = i Ox = i MPa P = i kN8. A rigid bar AB is supported by three rods. A load P = 350 kN is applied to the bar. The %3D modulus of elasticity of copper is 110 x 10^6 kN/m^2 and modulus of elasticity of steel is 200 x 10^6 kN/m^2. Steel rod A = 900 sq. mm Steel rod A = 900 sq. mm 2 m |Copper A = 1200 sq. mm 2 m A B 1 m - 1 m Determine the deformation in the rods (in mm). * Your answer Вack Next Clear form Never submit passwords through Google Forms. This form was created inside of Saint Louis University, Inc..The beam is loaded by two point forces P. The beam is assembled according to the cross-sectional view by nailing wooden parts with cross-sections of 50 mm x c = 220 mm and 25 mm x d = 260 mm. How large can the value of the load P be when the distance between the nails in the longitudinal direction of the beam is 100 mm, the cross-sectional area of the nail is 9 mm2 and their permissible shear stress is 110MPa? Then calculate the maximum stresses and shear stresses of the beam at that load when the distance between the articulated supports is L = 1.9 m and the length of the beam projections a = 1.3 m. Permissible shear force of one nail? kN Static torque of the cutting surface? mm^3 Maximum torque change in cantilever? kNm Cutting force of the projection? kN Magnitude of force P? kN Calculated with the obtained force P maximum normal stress? MPa shear stress maximum? MPa
- Find OF g, C, I, A', ğ,b the value A' = area above = the distance from the center oF A to the centroidal axis moment Iner tia OF base the centroidal axis OF are a above attached tロ C = the distance From tne center to the topmost Fiber OF the bcam Formulas: Fb= Mc エ Ib Fb=bending stress v: shearing stress M = ma x value OF moment OF shear : E ay AT o. 0amm O.004mm 0.02mm 0.12 m mThe beam has a rectangular cross section and is subjected to the loading shown. Determine the components of stress ox, oy, and Txy at point B. 800 N B 1000 N 15 mm 20 mm 20 mm 15 mm 100 mm 10 mma) Find the deformation volume of the unit cube b) Find the deformation of area of OABC X3,x3 X1,x1 Function of motion: In[1]= x1 = (1+t) * X1 x2 = -X3 x3 = X2 B A X2,x2
- Consider the truss shown in (Figure 1). Suppose that F = 30 kN Figure A 3m 3m < 1 of 1 ▼ Determine the force in the member CD of the truss and state whether it is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case tension. FCD- Value Submit Part B HA Part C Request Answer Determine the force in the member CB of the truss and state whether it is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FCB- Value Submit Request Answer HÀ Submit Part D FDA- Value HA Determine the force in the member DA of the truss and state whether it is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive…Course F X M Sent MaX O 08 - Tim x The Stor X E The New X A America x A MarketV x bp Isaac FraX ge.com/course.html?courseld3D17277980&OpenVellumHMAC=83742633e6e9579bef30313512e3229e#10001 Revie Learning Goal: To determine the in-plane principal stresses and maximum shear stress along with their orientations and the average normal stress for an element in a given state of plane stress. Determine the orientation of the planes of maximum and minimum normal stress, 0,1 and 02, respectively. Use the value for 0,2 that is negative. Then use this value to determine the value of Express your answers to four significant figures separated by a comma. The element of material below is subjected to the state of stress shown, where a = 106.0 MPa , b = 70.00 MPa, and c = 20.00 MPa (Figure 1) • View Available Hint(s) vec Figure 1 of 1 Op1, Op2 = Submit b. Part B- In-plane principal stresses Determine the in-plane principal stresses for the element (as oriented in Part A), and calculate o1 and o2 such…A beam is of a cross- section in the form of a channel as shown in the figure STR - 2. When subjected to sagging bending moment about X-X axis, the ratio of maximum compressive stress to tensile stress is 7:3. Determine the dimension b. I need answer ASAP. Thank you!
- A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mmA ruler is clamped at 0.36 ку = weight weight is at deflection at deflection at It is What are ruler as x=17cm uniform bean a x = 3cm and x = 30cm x=16cm is x = 20cm is 1.5mm Inn the value functions for modelling the beam? (length, load, boundary Conditions • Estimate the flexural rigidity of the ruler.O A rectangular strip 50×15mm deep of brass is placed on top of another strip 50×15mm deep of steel to form a beam of 50×30 mm deep cross-section. The beam is supported across a span of 100 cm. Determine the magnitude of a point load that may be placed at its midspan if (a) The strips separate and bend independently E steel = = 2×10 MPa, Ebras = 0.9×10 MPa, stress are o steel Permissible = 150 MPa and o = 100 MPa brass 100 cm
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