30 k 2 k/ft 3 k/ft 60 k-ft B 10 ft -20 ft- 10 ft 3. The vertical reaction at B is a. 33.67k b. 61. 33k c. 93.50k d. 27.66k 4. The vertical reaction at A is a. 33.67k T b. 61. 33k c. 93.50k d. 27.66k
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- 1.What is the maximum intensity of moment for the beam loaded as shown? -20 KN-m -40 KN-m -80 KN-m -72 KN-m 2.What is the shear value at point just before C? 40KN 72KN 80KN 32KN 3.What is the shear value at point just after D? 80KN 72KN 32KN 40KN 4.What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m -80 KN-m 5.What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m 6.What is the degree of curve in the shear diagram…The scow is 40 ft long, 20 ft wide, and 8 ft deep. It has a draft of 5 ft when floating in an upright position. The center of gravity of the scow is on the axis of symmetry, 1 ft above the water surface. Compute (a)the initial metacentric height and (b) the righting moment in fresh water when the angle of heel ? is 10°.An elevated water tank weighs 3000kN when filled with water, the centroid of the mass being at a height of 9 meters from ground. The horizontal spring factor for the tank tower is 15 kN/mm. Determine the shear force generated at the base of the water tank tower by horizontal seismic inertia force. Assume the ground motion has a period of 2.0 sec and maximum acceleration of 0.15g
- To prevent the ladder weighing 600N from sliding down, the man exerts a horizontal force at C. The coefficient of friction at A= 0.2 while surface B is frictionless Find the vertical reaction at Aa. 600N c. 500Nb. 700N d. 800NFind the horizon reaction at Aa. 150N c. 210Nb. 180N d. 120NFind the horizon force exerted by the man at Ca. 533.3N c. 333.3Nb. 667.7N d. 767.6NA force F = (0.5i – 2.0j + 7.0k) kN acting at A(5, -4, 0)m about axis BC where B(6, 8, 4)m and C(-6, -5, 8)m. What is the perpendicular distance between F and the axis BC in meters?B. In Fig. below; rod AB rotates about an axis through A and s connected t0 block ) by a flexible and inextensible cable. Determine the linear velocity of block 1) when 0 = ' (3/4), and the angular velocity of AB is 2.5 ad/ sec counterclockwise. Fig2B B 15m,
- Determine the magnitude of the reaction at the bottom of the ladder. The top of the 15kg ladder is leaning against a very smooth vertical wall. Assume thatbthe mass center of the painter is directly above his feet and that the coefficient of friction between the horizontak ground and ladder is 0.25For the simply supported beam carrying the concentrated load P = 171 N at its midspan, determine the magnitude of the maximum slope angle of the beam (in degrees) if d = 1.79 m, E = 10.23 GPa , and I =1619497mm4.A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130
- I WILL RATE! 1. What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5 kN (to the left) 2. What is the Vertical Reaction at A? A. 11.67 kN upwardsB. 20.33 kN upwardsC. 32 kN upwardsD. 8 kN downwards 3. What is the Vertical Reaction at H? A. 20.33 kN upwardB. 11.67 kN upwardC. 32 kN upwardD. 8 kN downward 4. What is the Vertical Deflection at F? A. 2.74 mm downwardB. 0.42 mm downwardC. 0.36 mm upwardD. 1.17 mm upwardIf the equivalent single force of the system is zero, determine the magnitude and direction of F1 and its direction if F3=458 N and F2=280 N and β=36°.Statics Please help Consider the ladder with dimensions to the right. It has a mass of 10 kg concentrated in the middle of the ladder. The friction between the ladder and the and ground and the ladder and the wall is ???? = 0.2. a.) Determine the minimum angle theta where the ladder does not slip.