A x 1 kN/m 3 kN B 4 m 4 m 2 m 2 m

Determine the reactions at the Support, then draw the shear and moment diagrams. use the slope deflechion method only. Al fixed. 320 lb/ft 200 lb/ft |= 4,000 in IB |= 6,000 in Ic 20 ft 30 ft

Cantilever beam AB carries an upward uniform load of intensity g, from x = 0 to - (see figure (a)) and a downward uniform load of intensity g from x = to L. A B 91 L 2 (a) (a) Find q, in terms of q if the resulting moment at A is zero. (Enter the magnitude.) 91 = (b) Now the beam carries an upward triangularly distributed load with peak intensity 9, from x = 0 to L (see figure (b)) and a downward uniform load of intensity g from x = to L. A B 90 L (b) Find q, in terms of q if the resulting moment at A is zero. (Enter the magnitude.) 9. = (c) Draw V and M diagrams for the case of both q and q, as applied loadings (part (a)) and for the case of both q and 9, as applied loadings (part (b)). (Submit a file with a maximum size of 1 MB.) Choose File No file chosen

Use the Analysis of Indeterminate Structures: THREE MOMENT EQUATION METHOD ONLY   Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. EI is constant.