The flexural behaviour for concrete is well understood. Thus, if the section dimensions are given for a specific beam, the flexural design is relatively straightforward, and the required amount of reinforcement can be simply computed from the force equilibrium. Two T$-$sections will be analysed in this assignment. Determine the maximum nominal moment for each section.

Ipa

IPa

MPa

GPa

$10$ MPa

The following general properties for the two T$-$section can be assumed:

$\backslash$table$[[$T$-$section I,T $-$section II$],[b_{ef}=1000,b_{ef}=800$