A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature...
A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature equation is shown (from the left). The (El-constant) 1. Determine the deflection at middle beam. 2. Determine the rotation at middle beam. 2 kN/m A B 4.m x3 EI dx2 = - 2 COM MacBook Air 20 COD F4 FS F6 ►II # $ دیا 4 % 5 6 & 7 8 9
A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature equation is shown (from the left). The (El=constant) 1. Determine the deflection at middle beam. 2. Determine the rotation at middle beam. 2 kN/m A B 4 m 8 d2v EI dx2 x3 12 *+z*
A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature equation is shown (from the left). The (El=constant) 1. Determine the deflection at middle beam. 2. Determine the rotation at middle beam. 2 kN/m A B 4 m d2v x3 ΕΙ = dx? 12 -x2+1
Acantilever beam AB is subjected to a triangle loading with concentrated moment (see figure). The moment curvature equation is shown (from the left). (El=constant) 1. Determine the deflection at point A. 2. Determine the rotation at point A. 3 kN/m 15 kN-m B 6 m d2v EI dx- 5x3 3 --x2 - 15 6 2
A cantilever beam AB is subjected to a triangle loading with concentrated moment (see figure). The moment curvature equation is shown (from the left). (El=constant) 1. Determine the deflection at point A. 2. Determine the rotation at point A. 3 kN/m 15 kN-m A B 6 m d2v ΕΙ 5x3 3 x2 – 15 2 dx2 6
Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and c. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 8 kN/m 48 KN 24 KN-m MacBook...
Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and c. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is 0. 8 kN/m 48 KN 24 KN-m MacBook...
QUESTION 1 [15] For the simply supported beam subjected to the loading shown in the figure, a) Derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) b) Report the maximum positive bending moment, the maximum negative bending moment, and their respective locations. 36 KN 180 KN-m X B C D 4 m 5 m 3 m Figure 1
20 Question 14 Consider the simply supported beam shown in the figure below. Let x be the distance measured from left end of the beam. 1. Determine the vertical reactions at A and C 2. Write the equations for shear and moment for the section of the member between B and C. 3. Draw the shear and moment diagrams for the entire beam, specifying values at changes in loading and locations where the shear is o. 8 kN/m 48 KN...
The simply supported beam AB in Figure 1 is subjected to a load variation given by w(x) = -kr". ܨܝ܂ Figure 1 (a) Determine the equation of the elastic curve in terms of El, x and L. (El is constant) (15 Points) (b) The beam has a length L of 1 m. Determine, in terms of k: (1) The reaction at the roller support. (3 Points) (ii) The bending moment at the section 0.2 m from end A, (that is,...