1. The triangular block shown in the figure is subjected to loads P = 1600 kN and F = 600 kN. If AB = 8 cm and BC = 6 cm, resolve each load into components normal and tangential to AC.
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- A thin beam with a solid rectangular cross-section is loaded as shown in Figure Q7 below. W W L/3 L/3 L/3 Figure Q7 What is the ratio of the maximum to nominal shear stress for the beam described in Question 7? O a. 3:2 O b. 1:4 Ос. 3:1 O d.2:1 O e. 1:2 O f. None of the provided answers are correct. O 8. 1:12:37 6.00 KB/S A 2M 3M B Problem 2: A rigid block of negligible mass is supported by three symmetrically spaced rods as shown. Each copper rod has an area of 900mm2 and E=120GPA, and the allowable stress is 70MPa. The steel rod has an area of 1200mm2, E=200GPA and the allowable stress is 140MPA. Determine the largest load P which can be supported. Your answer Figure for Problem 2 STEEL 24OMM COPPER COPPER 16OMM 16OMM --Consider the beam shown in (Figure 1). Take P = 2 kip and w = 1.9 kip/ft. Point E is just to the right of the 2-kip load. Follow the sign convention. Figure 6 ft • D 6 ft 14. B -4 ft E 4 ft 1 of 1 Determine the shear force at point E. Express your answer in kilopounds to three significant figures. VE = Submit Part F VE| ΑΣΦ ↓↑ vec ME = Request Answer Determine the moment at point E. Express your answer in kilopound-feet to three significant figures. IVE ΑΣΦ ? vec ? kip kip-ft
- Rcmid=13392 O Codex Alimentarius... A What requirements. 国 Re ey to.. EHide ble This course Let's consider a fixed supported beam subjected to a triangular distributed load as shown in the figure below. The equation of the shear force (0 sxs 2m) is given by: 100 N/m 2 m Select one: O v(x) = -300 X2 +300 (N) O v(x) = -100 X² + 100 (N) O V(x) = -500 X2 +500 (N) O v(X) = -75 X2 +75 (N) O v(x) = -200 Xx² + 200 (N)A uniform load of 8 kN/m acts on segment BC of the rigid beam shown. The beam is supported by a steelrod BD having a cross sectional area of 200 mm2. Determine the vertical displacement of the beam at Cafter the distributed load is applied. For steel, E = 200 GPa. Neglect the weight of the beam. Express youranswer in mm.The beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m. Before the load is applied, the beam hangs level. Use E 200, 000MPa and a = 11.7- m C" Neglect bending of the beam. A=640mm2 A=320mm2 A C D 1.2m 0.8 m 1.2 m 54KN What is the stress of rod B if there is no change in temperature in MPa?
- q2: A load P is supported by a structure consisting of rigid bar BDF and three identical 15-mm-diameter steel E = 200 GPa rods, as shown inthe figure. Use a = 2.705 m, b = 1.821 m, and L= 4 M.For a load of P = 117 kN, determine thedisplacement of joint F. Unit should be in mm2. Axilly loaded bar, fixed-fixed on both ends An axial load P=200×10³ N is applied on a bar as shown. Using the penalty approach for handling boundary conditions, determine nodal displacements, stress in each material and reaction forces. 1 200 -- P 2 300 200 w 1-A, -2400 mm; E, -70 x 10' N/m² 2-A₂-600 mm2; E₂ -200 x 10' N/m²A solid circular shaft of diameter d is subjected to a torque T. the maximum normal stress induced in the shaft is O a. 32T/nd^3 O b. Zero O c. 8T/nd^3 O d. 16T/Ttd^3
- Given the following distributed loading with p=4N/m, a = 4m and b = 2m. Replace the load with an equivalent resultant force and specify its location on the beam measured from point O (x). X: a What is the magnitude of FR: m Р b NP = 7 kN 10 mm- 15 kN • m 10 mm 150 mm D В 150 mm 1.0 m 1.0 m 1.0 m The simply supported beam is loaded as shown. Obtain the bending moment function and draw its diagram. Determine the magnitude and location of the maximum bending stress. What is the largest value of the force P that can be applied if the allowable bending stress 250 MPa.5. A rigid bar AB, 9 m long is suspended by two vertical rods at its end A and B and hangs in a horizontal position by its own weight. The rod at A is brass, length 3m, cross-sectional area is 1000 mm? and E̟ =1×10°N/ mm? . The rod at B is steel, length 5 m , cross-sectional area is 445 mm?. At what distance 'd' from A may a vertical load P=300ON be applied if the bar is to remain horizontal even after the load is applied? ve stred Steel 5m Brass 3m P = 3000N B 9m