Web2. Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is 220 kN-m clockwise. 3 b a 10 kN/m 2 kN/m 15 m Web4. (25 pt.) The beam subjected to a uniform distributed load as shown in Figure 4 (a) has a triangular cross-section as shown in Figure 4 (b). 1) (6 pt.) Determine mathematical descriptions of the shear force function V (x) and the moment function M (x). 2) (6 pt.) Draw the shear and moment diagrams for the beam. 3) (5 pt.)
Determine the length b of the triangular load and its …
WebDetermine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is 15 kN m clockwise. Fat 6 kN/m A 2 kN/m 4 m. Question. I will rate you with “LIKE/UPVOTE," if it is COMPLETE STEP-BY-STEP SOLUTION. ... WebTranscribed Image Text: A concrete pile with a length of 18 m and diameter of 40 cm is built in the soil profile below. the first layer is a pit soil with a high settlement that will create negative friction on the pile. Determine the long-term total bearing capacity if the toe bearing capacity is 1000 kN. (Hint: when the first layer settles, the friction will be negative and the … florida small business consulting
4.1: Shear and Bending Moment Diagrams - Engineering …
WebFeb 16, 2024 · The orientation of the triangular load is important! The formulas presented in this section have been prepared for the case of an ascending load (left-to-right), as … Weba. Determine the length b of the triangular load. b. Determine the position a of the tria; The equivalent resultant force acting on the beam is zero and the resultant couple moment is 10.5 ''kN\cdotM'' clockwise. Determine the length ''b'' of the triangular load. Determine the position ''a'' of the triangular load on the beam. WebApr 15, 2024 · V + dV = V − wdx. or dV dx = − w(x) Equation 4.3 implies that the first derivative of the shearing force with respect to the distance is equal to the intensity of the distributed load. Equation 4.3 suggests the following expression: ΔV = ∫w(x)dx. Equation 4.4 states that the change in the shear force is equal to the area under the load ... great white in captivity