$5$EBCHECK YOUR COLUMN AB and BEAM BCAFOR GIVEN LOADS$2\mathrm{.}5$ metersCOLUMN$8$ meters$3$ metersIPE $240$ BEAM$8$ meters$2\mathrm{.}5$ metersCHECK GIVEN SECTIONS FOR COLUMN $($AB$)$ AND BEAM $($BC$)$ FOR GIVEN LOADS.COLUMN AB MAXIMUM AXIAL LOAD Pd$=15$ tonsBEAM BC MAXIMUM MOMENT Md$=3$ tons$/$mBEAM BC MAXIMUM SHEAR FORCE V$=8$ tonsIPE $240$USE STEEL TYPE S$275$BEAM BC MAXIMUM DISPLACEMENT $$S $0\mathrm{.}1$ milimitersmeters$180$t