on at b in Fig. 5-23 by the method of consistent deformations constant E 1*/ft I...
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume "AE "is constant for all the members. 120 kN 12 ft 9 ft Figure 7
Chapter 5 Problems 157 calculation, which may not involve the support reactions. Also, we include only the l rces included, as in Eq. 4-32 of Sec. 4-8. This e nothing in the complete vector with zero applied fo is allowed because the zero applied forces Consequently, are desired, then we need to include even the zero applied nodal forces at the beginning. however, we are able to solye for , only. If all nodal displacements 0 PROBLEMS IS -1. Analyze...
Problem 2: For the truss shown, compute all member forces using the method of consistent deformations by taking the force in member M6 (between joints 1 and 4) as redundant. Given: E-29,000 ksi and A-2.0 in2 A-2.0 in for all members. 20 kips 3 4. M4 M5 M6 10 ft uo M1 2 10 ft
draw the shear and bending moment diagrams also please For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
(b) Setup compatibilty equations to find the reaction moment at A (using the method of consistent deformations) L/2 L/2 L/2 L/2 El constant Hint : Consider the determinate structure shown below (two simply supported beams are connected by a hinge at B) L/2 L/2 L/2 L/2 (b) Setup compatibilty equations to find the reaction moment at A (using the method of consistent deformations) L/2 L/2 L/2 L/2 El constant Hint : Consider the determinate structure shown below (two simply supported...
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G 11000 ksi 1...
Structural analysis 5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B. I 1.46 10'mm and E-200 GPa. (20pts) NMomen, release[60kN 60 kN 5 m 5 m 5 m 5 m
Problem 1- Determine the reactions and draw the shear and bending moment diagrams for the structure shown below using the method of consistent deformations. 75 k 2 k/ft 15 ft15 ft 30 ft 31 E-constant
6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G= 11000 ksi; 1:5000 in"; K = 1.1 1 ; A = 1.25 in 2 (20pts) 22 k 2.5 klf 16 ft
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B. 1.46-10 mm and E 200 GPa. (20pts) Moment release 60 kN 80 kN 5 m 5 m 5 m