Q$1)$

For the beam section shown :$-$

Neglect self weight

$F^{\text{'}}c=26mP{a}^2$

$Fy=430$mPa

Use $20mm$ bars

Cover for top and bottom steel $=50mm$ to center of steel

$P$ is a dead load concentrated load $=35kN($working load$)$

Find:

$1-$ Maximum ultimate moment at critical section

$2-$ Design for the negative top moment at support B $($tension steel $)$

$3-$ compression steel if needed

$4-$ draw section detail $($put steel in section$)$

$5-$ if steel to be spliced at maximum moment tension steel

$6-$ if steel to be spliced at maximum moment compression steel