If the force P = 35 KN and the distributed load w = 7 KN/m. then, the slope at point A is knowing that EI = 13 x 10°
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- Knowing that L = 4 m, Concentrated load P = 15 kN and uniform distributed load w = 12 kN/m, determine the slope at C by Castigliano’s Theorem.(E= 200 GPa, I = 40x106 mm4)Determine the slope at A and displacementat C. EI is constant. answer should be θ = -5/EI kN/m2 counterclockwise;Δ = -2.8125/EI kN/m3 upwardDetermine the slope at A in radian. Using Moment Area Method. Let P =38 kN. EI = 14220 kNm^2 Round off the final answer to three decimal places.
- 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.3. The body on the incline is subjected to the vertical and horizontal forces shown. Find the components of each force along X-Y axes oriented parallel and perpendicular to the incline.Solve for the vertical deviation of B with respect to the tangent at C, tB/C. Determine the slope at C.
- 5. The body on the 30°incline is acted upon by a force P inclined at 20°with the horizontal. If P is resolved into components parallel and perpendicular to the incline and the value of the parallel component is 300 N, compute the value of the perpendicular component and of P.A long slope is made up of a cohesionless (c'=0) soil with the internal friction angle of 34°. If the water table rises to the surface of the slope, then determine the maximum possible value of the slope angle to get a factor of safety of 1.5. Take saturated unit weight as18 kN/m3 and the unit weight of water as 10 kN/m3.Write the slope-deflection equations for the structure shown, given a 1 in settlement at support B. I don’t need to see the rotation at B solved, but can you include relevant end rotations, chord rotations, and fixed end moments.
- 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 sliding. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48. 4.331 3.441 0.443 1.34418. If the point (3, k) lies on the line with slope m = −2 passing through the point (2, 4), find k.6. A simply supported beam carries a concentrated load of 24 kN at 6 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees. ROUND OFF TO FIVE DECIMAL PLACES.