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- Can someone make a shear strain mohrs circle on excel and solve for principle shear strain 1 and 2. Ive been stuck for a while and cant get it to plot on excel. Thank you!Using ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️Determine the resultant of the four forces shown in the Figure. That side of each small square is 1m.
- 2. (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E= 200 GPaI= 150(10) mmsP= 15.4 kNQ= 6.4 kN/ma = 6 muse the stiffness matrix method to find the displacement at node 1,2,3,4 K1= 8 N/mm K2= 12 N/mm K3= 20 N/mm K4= 15 N/mm K5= 35 N/mm P = 1000 Nshow step by step solution and explain why the Q for the bottom area below the N.A is used to calculate the shear flow
- In the figure, compute the vertical and horizontal components of displacement of joint E produced by the loads. The area of bars AB, BD, and CD = 5 in^2 , the area of all other bars = 3 in^2. E = 30,000 kips/in^2 . Use Castigliano's Second Theorem to find the; - Vertical Displacement at Joint E - Horizontal Displacement at Joint ESolve and Include the given with the required quantities and draw the diagram of the given problem. Determine the resultant of the following concurrent forces: 8 N, 60 o N of E and 40N, 45 o N of W using: b. parallelogram method (For b use the scale: 2N =1 cm.)Solve the problems below : (Use 4 decimal places for all your computations ) 1. A water tank 3 m in diameter and 6 m high is made from a steel with thickness of 12 mm. a) When the tank is filled with water, determine the circumferential stress. b) Determine the longitudinal stress at the bottom of the tank when it is filled with water. c) If the tangential stress is limited to 5 MPa, what is the maximum height of water to which the tank may be filled.
- Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4Using Mohr's circle, determine the stresses acting on an oriented element An Angle Θ from the x-axis, show those stresses on an element oriented at that Angle Θ Θ = positive (+) when rotated counterclockwise Θ = negative (-) clockwise. Also determine the principal normal stresses and the maximum shear stress, and draw an element with the orientation of these. data to use σx= 33 MPa σy= - 9 MPa τxy= 29 MPa Θ=35°In the rectangular figure shown, specific gravity of concrete is 2.4 and the coefficient of friction between the dam and foundation is 0.4. Use 1.5 as the FOS against sliding. a. Find the value of overturning moment. b. determine the b of the concrete dam needed to prevent the dam from sliding. c. Is the dam also safe from overturning?