We need continuity method 5. Explain continuity and how you would use it to solve the...
Any one Can solve this Fast please i need it now Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. El is constant Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 2 B 9 m
USE SLOPE DEFLECTION METHOD Problem 2. Solve the internal moments at the supports for the beam shown below using slope-deflection method. Take El as constant. 20 kN/m 80 KN 9 m 3 m
Use the Conjugate Beam Method to compute the slope and deflection at points B and C for the beam given below. EI = constant. Express answers as positive quantities with correct units in the numerator terms, and with appropriate directions Problem 1. Use the Conjugate Beam Method to compute the slope and deflection at points B and C for the beam given below. El constant. Express answers as positive quantities with correct units in the numerator terms, and with appropriate...
i need the answer quickly fast as you can Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. Er is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m A 9 m 3 m
Solve Problem by the conjugate beam method Compute the deflection and the slopes on both sides of the hinge at B in Figure P7.36. El is constant. Figure P7.36: 20 KN 40 KN с A F B D E k 5 m *5m 5m - 5 m 5 m
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m m 2 m 2 m 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m E 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m 2 m 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m * 2 m + 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B D F A 2 m ! 2 m 2 m 2 m + 2 m + 1 1 EI - Constant