Sketch a flowchart showing the steps involved in the analysis of: Flexure in Doubly Symmetric Shapes bent about the Major Axis
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Sketch a flowchart showing the steps involved in the analysis of:
Flexure in Doubly Symmetric Shapes bent about the Major Axis
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- Q1(a) Explain the difference between wetting fluid and non-wetting fluid (b) The 60m X 60m rectangular gate shown in Figure Q1(b) has its top edge located 3m vertically below the water surface. The gate is to be opened from its lower edge by applying a normal force by the shaft. Determine the minimum force F required to open the water gate. (Ignore Patm in all your calculations)Describe Components of Menard-type pressuremeter.Need answer ASAP. Please be detailed and clear with your solution. IV. The corner of a floating body has a quarter cylinder AB having a length normal to the paper of 3 m 1. Calculate the magnitude of the horizontal component of the force on AB in kN. * 2. Calculate the magnitude of the vertical component of the force on AB in kN. *
- Refer to the photo provided. Please make sure your handwriting is readable. Internal pressure and axial tensile force are applied to an open cylindrical tank 605 mm in diameter and 3.02 mm thick, resulting in the final stresses illustrated in the Mohr's circle. If a = 40.10 MPa, b = 100.06 MPa, and c = 45.05 MPa. 1. Determine the kPa value of the internal pressure. 2. What is the axial force's magnitude in kN?In Fig. 3-38, parabolic gate ABC is hinged at A and is acted upon by oil weighing 50 lb/ft³. If the gate's center of gravity is at B, what must the gate weigh per ft of length (perpendicular to the paper) in order for equilibrium to exist? Vertex of parabola is at A. The answer is given, Show the solution. Answer: 408 lb/ftTwo plates each having and area of 5m^2 and and 37 mm apart. The plate on top is fixed while the plate located at the bottom is pulled using a force equal to 26 N resulting to a constant velocity of 45 cm/s. Determine the viscosity of the fluid filling the space in between the two plates.
- Determine the polar moment of inertia with respect to the centroidal X and Y axes. Present detailed drawings/FBD’s illustrating your solution. height: 80mmFluid mechanics, i need solutions in 10 minutes please. MCQ/ An inclined rectangular gate with water on one side is shown in the figure. The gate has dimensions of 4 ft long and 5 ft wide. Determine the hydrostatic force acting on the gate. Takeθ = 55 ° Based on Question what is the value of L ? A-43.993 ft B- 4.098 ft C-21.083 ft D- 30.205 ft E-39.112 ft F-6.714 ft G-53.456 ft H-26.976 ft I- 17.254 ft J-35.089 ft K-11.880 ft L-48.077 ftOn a rough surface, Daniel pushes a carton with a mass of 30.0kg. The force F that is he applies is 608N with an angle of 55.0 degrees with the horizontal. In a time of 4s, the block's speed increases from 0.15m/s to 2.68m/s. a) Draw a free body diagram for your calculations b) Find the coefficient of kinetic friction between the flood and the block.
- The one-story building shown below has a rigid horizontal member to which a horizontal dynamic force is applied. As part of the overall structural design, it is required to determine the natural frequency of this structure. The dimension of the concrete columns is 400 mm x 200 mm. Use modulus of elasticity Ec = 4700 f'c where f'c = 21 MPa. 2.92 kN/m u F(t) 400 mm x 200 L=4.57 m 7.62 m Determine the moment of inertia of the concrete column in mm. Express your answer in the format 5.87x10^8 mm^4.The blocks shown in figure are connected by flexible, inextensible cords passing over frictionless pulleys. At A the coefficients of friction are us = 0.30 and uk = 0.20 while at B they are us = 0.40 and uk = 0.30. Compute the magnitude and direction of the friction force acting on each block9.24. Solve problem 9.13 assuming turbulent flow and a smooth pipe with fluid density 1 000kg/m3 and wall shear 4.8 Pa 9.13. In a laminar flow of 0.007 m3/s in a 75 mm pipeline the shearing stress at the pipe wallis known to be 47.9 Pa. Calculate the viscosity of the fluid.