Compute the reactions at the support O.

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PROBLEM 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB 16 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:

4. Complete the accompanying set of profile notes and perform the arithmetic check. Provide a sketch of this project's profile view. (You can use excel to sketch) Station BS (ft) HI (ft) IS (ft) FS (ft) BM1 0+00 1+00 2+00 3+00 3+35 4+00 TP1 5+00 5+20 5+30 6+00 BM2 4.58 4.87 2.59 3.79 4.82 4.98 5.05 7.30 4.60 4.78 4.85 4.89 11.21 10.58 Elevation (ft) 427.06