QUESTION
Situation 4. A monolithic floor framing plan is shown in the figure. The columns are $300 \mathrm{~mm}$ square, girders are $250 \mathrm{~mm}$ wide by $500 \mathrm{~mm}$ deep and slabs are $100 \mathrm{~mm}$ thick. The floor loads include floor finish of $1.5 \mathrm{kPa}$, ceiling system of 0.75 $\mathrm{kPa}$, partition load of $1.0 \mathrm{kPa}$ and live load of $4.8 \mathrm{kPa}$. Bar centroid from the edge of the beam is $70 \mathrm{~mm}$. Use $\mathrm{fc}=21$ $\mathrm{MPa}$ and $\mathrm{fy}=275 \mathrm{MPa}$ 36. Calculate the factored shear force in $\mathrm{kN}$ at face of support of slab EFJ. a. 16.27 b. 18.71 c. 37.60 d. 43.24 37. Calculate the ultimate uniform load on member EF in $\mathrm{kN} / \mathrm{m}$. a. 36.15 b. 31.83 c. 39.03 d. 28.95 38. Calculate the ultimate moment at the continuous end of member EF in $\mathrm{kN} \cdot \mathrm{m}$. a. 115 b. 128 c. 105 d. 94
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