3) The overhanging beam supports the loads as shown in the figure. Determine the value Ely at point D. A 1.00m B 40 kN/m 3.00m Jc 1.20m 10 kN D
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- If mu = 0.30 under both blocks and A weighs 400 lb, find the maximum weight of B that can be started up the incline by applying to A a rightward force P of 500 lb.Solve the given beam using area moment method. Assume El = 3500 kN-m?.Use Area moment method Determine the ff. 1.Maximum deflection 2.slope at point a and b 3.Maximum deflection
- ASAP PLS What is the slope at the fixed support? Group of answer choices a. 1 b. 2 c. 0.5 d. 0 The angle of rotation at the maximum deflection is: Group of answer choices a. 0 b. 1 c. 0.5 d. 2Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.2.) A concrete dam retaining water is shown. If the specific weight of the concrete is 23.54 kN/m3, find the factor of safety against overturning. Assume there is a hydrostatic uplift that varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe and that the coefficient of friction between dam and foundation soil is 0.45. CHOICES: a.) 1.296 b.) 2.961 c.) 6.296 d.) 2.196
- A simply-supported beam, 9 m in length, pin at A and roller at B, is subjected to a uniform load of 20 kN/m applied at the beam's middle third. Determine the slope of B wrt A, slope of A wrt B, tangential deviation of A wrt B, and the tangential deviation of B wrt to A. 3If F = 5 kN and θ = 30°, determine the magnitude ofthe resultant force and its direction, measured counterclockwisefrom the positive x axis.An unbalanced vertical force of 60lb upward accelerates 1.55ft3 of water. If the water is 3ft deep in a cylindrical tank, which of the following most nearly gives the force acting on the bottom of the tank?