KINDLY READ! PLEASE REFER TO THE GIVEN VALUES IN THE FIGURE AND ANSWER ACCURATELY ALL THE QUESTIONS BELOW. SHOW COMPLETE SOLUTION FROM THE COMPUTATION OF DISTRIBUTION FACTOR, FIXED END MOMENTS, BALANCING, UNBALANCED MOMENTS, AND TOTAL JOINT MOMENTS FOR EACH MEMBER. I WILL RATE ASAP. THANK YOU!!! The indeterminate frame below is loaded with gravity loads as shown. Using MOMENT DISTRIBUTION METHOD ONLY, compute for the internal moments and moment reaction occurring on the structure due to the applied loads. Show your complete solution from the computation of distribution factor, fixed end moments, balancing, unbalanced moments and total joint moment for each member. Neglect effects of side-sway in the calculation. - Relative Stiffness of member BD. kBD - Distribution Factor at joint A of girder AB. DFAB - Fixed-end moment at joint D of girder DC in kN-m. FEMDC
KINDLY READ!
PLEASE REFER TO THE GIVEN VALUES IN THE FIGURE AND ANSWER ACCURATELY ALL THE QUESTIONS BELOW. SHOW COMPLETE SOLUTION FROM THE COMPUTATION OF DISTRIBUTION FACTOR, FIXED END MOMENTS, BALANCING, UNBALANCED MOMENTS, AND TOTAL JOINT MOMENTS FOR EACH MEMBER. I WILL RATE ASAP. THANK YOU!!!
The indeterminate frame below is loaded with gravity loads as shown. Using MOMENT DISTRIBUTION METHOD ONLY, compute for the internal moments and moment reaction occurring on the structure due to the applied loads. Show your complete solution from the computation of distribution factor, fixed end moments, balancing, unbalanced moments and total joint moment for each member. Neglect effects of side-sway in the calculation.
- Relative Stiffness of member BD. kBD
- Distribution Factor at joint A of girder AB. DFAB
- Fixed-end moment at joint D of girder DC in kN-m. FEMDC
- Moment at joint E of column EC in kN-m. MEC
- Moment at joint C of girder CD in kN-m. MCD
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