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1) A crash barrier system was analyzed to determine the impact forces transferred to its concrete pedestal foundations. 2) It was determined that approximately 16.5 meters of barrier consisting of 11 posts would fail under an impact force of 735 kN, transferring 367 kN to each pedestal. 3) The design of the pedestal foundations was then analyzed. It was found that reinforcing each pedestal with 8 #12 rebars would be sufficient to resist the bending and shear demands from the impact forces transferred to
- Author
- sunil reddy
- Language
- EN