4. Calculate the vertical deflection and rotation at point A of the beam shown using the...
Structural analysis 4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E-29,000 ksi. (20pts) 2 klf A 1 1500 in B 3600 in C
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system you desire for the generation of the equations. You will then use your equations to solve for the quantities at the specific locations.) (20pts) Determine for 6, and where E-1.99-10° psi and 950 in' 1 klf EI 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E ksi. Find ΔΕΧ and Bar areas:...
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system you desire for the generation of the equations. You will then use your equations to solve for the quantities at the specific locations.) (20pts) Determine for 6, and Ac where E 1.99. 106 psi and I-950 in' 1 klf El 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E 29,000 ksi. Find...
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...
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
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
For Problems 9.7 through 9.29, use the virtual work method using con- ventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E = 29,000 ksi for all members unless otherwise indicated.
Use the virtual work method uning visual inbegration and only bending deformations to find the ndicated deflection/rotations in each structure Calulane the defflection at point D and the rotation point B. 1.46 30mm and -200 GPa (20pts OKN Momet release 0LN
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...