1. Engineering
  2. Civil Engineering
  3. only question 4 and s30...

Question: only question 4 and s30...

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Only question 4: and S=30'

Plan, and sections of a one-story concrete structure are shown in the next pages. Given: Slab thickness: 3 Ribs (joists): 4 x 14 (including the slab thickness) Beams: 24 x 48 Live Load (LL) 50 psf, Super imposed Dead Load (SDL)-15 psf Concrete unit weight: 150 pcf (to calculate the self-weight of the elements) S is the sum of all digits of your student ID in ft. Consider these load combinations to find the governing ultimate load: Load Case 1-1.4D; Load Case 2 1.2D+1.6L 1 Explain (describe) the load path of the uniformly distributed load of this structure. Sketch the load path on the plan and sections. (20 points) 2- Calculate Wi the uniformly distributed linear load on the typical joists (Live, Dead (including SW), and the ultimate). (25 points) 3- Calculate W, the uniformly distributed linear load on the beam on Grid Line C (Live, Dead (including SW), and the ultimate). (25 points) 4 Calculate Pu, the ultimate load that Column C-3 exerts on the foundation. (25 points) Work efficiently and NEATLY, Use engineering paper. Clearly indicate final results by enclosing in a Box. a complete/professional work and presentation. Five points is forRibs ore includins the slab thiuknes) wide 3 4 6 with s ス fe PLAN464h 24124 fe Ft ECTIONb 4 Section C-C

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