|Determine the equations of the elastic curve using the coordinates x1 and x2, specify the slope and deflection at B. El is constant. W, = Last 2 digits of ID number L = 4th digit of ID number P = 5th digit of ID number a = 2 m Use A B ID # = W, = 91 kN/m L= 3m P =6 kN e.g., 18-2363-391 X2 L

Use double integration method

Determine the location of the centroid C (x, y) of the beam's cross-sectional area and then compute the moment of inertia Ix' and Iy'. Note: for more information please refer to the image!. Also please include everything in the working out. And include step by step answers. Kindly also double check the answers on occasions it’s wrong!. And I’ll give a rating!. Thanks

Conjugate Beam Method Use Conjugate Beam Method to draw slope and deflection diagrams (0.D, A.D) for the loaded beams shown below. Fixed A 3 m B Hinge 9m с Roller 3 m 6 kN DV

1. Determine the equations for slope and deflection of the beams shown by the direct integration method. EI = constant. a. b. 2. Determine the slope and deflection at point B of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method 30 kN/m 9m El- constant E - 200 GPa I - 1250x 10mm 3. Determine the location and magnitude of the maximum deflection of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method Page 1 of 2 Republic of the Philippines Bangsamoro Autonomous Region in Muslim Mindanao PHILIPPINE ENGINEERING AND AGRO-INDUSTRIAL COLLEGE, INC. كلية الهندسة والزراعة والصناعة الفلبينية PEACI Datu Gonsi St., Brgy. Lomidong, Marawi City, LDS 250 kN B C 6 m 3 m- El = constant E = 200 GPa I = 462 (10) mm