Determine the maximum shear force in kN in the figure below. 2 kN/m B A C 5 kN 4 m 2 m O -10 O 10 O -5 O 5
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Q: Determine the maximum shear force in kN in the figure below. 2 kN/m B C A 4 m 2 m 5 kN
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- Use the method of SECTIONS to find the true magnitude and direction in bar HG of the truss shown below in Fig 3.5 -500lb -100lb A 45° -200lb H -100lb 2 B -200lb -200lb MAGNITUDE AND DIRECTION OF SUPPORTS -500lb H -100lb 45° 2¹ C2D 2¹ Fig 3.5. -200lb -100lb LI 2 B 2₁ 2₁ D 2₁ EQ1 -B- Draw just the Free Body Diagram of the following figures. 30 kN/m Fig. (2) A -3 m Fig. (4) 4 kN/m + 3 m 8 kN/m 4 m -3m- 10 kN/m 3 m 2 kN/m B macam? Fig. (3) Fig. (5) N/m 3 m 3 m -3m 3 m- 80 kN/m -3 m-The state of 2D stress at a point is given by a matrix [100 30] MPa MPа 30 20 Ox Txy Tyx Oyy The maximum shear stress in MPa is
- A simply supported wooden I beam AB (shown below) is loaded by the distributed force q-18 kN/m. If the length of the beam is L-1.4 m, and the dimension of the beam are h 254 mm, b- 143 mm, and t-1-51 mm. Determine the maximum transverse shear stress in the beam. Give your answer in MPa to 3 decimal places B 2IN NEZ(b) Figure Q1 (b) shows a thin disc mounted on a shaft between two bearings. The thin disc density is not perfectly uniform because it not perfectly manufactured. The thin disc perfectly mounted on the shaft. The thin disc centre of mass is not the same as the centre of rotation. Consider the unbalance thin disc mass (m), centre by a distance (e) and the shaft rotates at a speed (w). The thin disc attached LL meter from left bearing and LR from right bearing. (i) Find the reaction force on the left bearing, FL. (ii) Calculate the reaction force on the right bearing, FR.To draw the internal normal force diagram, it is important to determine the internal normal force at section A. For the problem given in the figure, determine the internal normal force (kip) at A. Take P, = 4.5 kip, P2 = 8 kip. 3.50 kip 1.75 kip P1 P2 A D Bl 3.50 kip 1.75 kip 18 in: +12 in. 16 in.-
- F2 F3 F1 D 150 mm 350 mmWhat are the magnitude (F) and the location measured from end A (d) of the equivalent resultant force of the triangular distributed load in the figure below 3m в Select one O a F 9 KN: de 6 m O b F 18 KN: d 6 m O c F6 KN: d= 6.5 m O d. F-6 KN:d1m2. The tires of an agricultural tractor shown below are assumed to be 25 cm wide for the front tires and 40 cm at the rear tires. Ground contact of each tire is 15 cm. Calculate the compressive stress between each tire and the ground surface. Weight = 2,500 kg 15 cm 1.3m Point A 2.2 m 2R 2F
- The cross-sectional area shown is subjected to V = 600 kN and M =1000 kN-m. What is the transverse shear stress just above point B? (in MPa) 100 mm 100 mm 100 mm 100 mm 100 mm B 100 mm A VЕxample 7 A steel bar of cross-sectional area 200 mm2 is loaded as shown in Fig. Find the change in length of the bar. Take E as 200 GPa. A В 50 kN+ 20 kN 30 kN - - -- 300 mm 500 mm RSITY AQBA50 MPа 60 100 MPa For the stress conditions given in the figure; a) Draw the Mohr Circle. b) Find the principal stress values and their directions and show them on the figure. c) Find the normal and shear stresses on the C plane and show the point corresponding to this plane on the Mohr circle.