The Structural System is: a RC SLAB $250$mm Thick Cast Over $400$ wide Beams Supported by $40$x$40$ Columns

The Superimposed Dead Load is $1\mathrm{.}00$ kPa, Live Load $4\mathrm{.}00$ kPa. Concrete is $30$ MPa, $40$ MPa, Cover $40$mm

Tasks to be accomplished:

$1.$ Based on Table $9\mathrm{.}2,$ determine the minimum Depths of Beam in each Span to Avoid Deflection Calculations

For the Calculations Below allow Tributary Width of $6$m and use Deepest Sections and round up to $25$mm

$2.$ Based on Table $9\mathrm{.}1,$ determine the Shear Forces at Face of each Support and show in Format as on N$9\mathrm{.}3(*)$

$3.$ Based on Table $9\mathrm{.}1,$ determine the Bending Moments at Face of each Support $(*)$

$4.$ Set aside Results from above, Assume Depth of Beam h $=700$ mm$,$ f $\text{'}$c $=40$ MPa, Use $"$KR$-$Method"

& Table $2\mathrm{.}1$ to Determine: Top Reinf. at Support $"4",$ and Bottom Reinf. on Span $3-4$ amd $4-5$

$($ Recognize, the beam is deeper but for this excercise only, still disregard the weight of part under slab $)$

$5.$ Using "General Method", Determine Shear Strength Vc and Vs$,$ and required Stirrup Reinf. in Span $3-4$

$($ assuming h $=700$ mm and f$\text{'}$c $=40$ MPa $)$

$6\mathrm{.}0$ m

For Q $4$ & Q$5$ Use h $=700$mm Throughout

Page $1$ of $1$