δ(circum)=2tPd=2∗44.8∗200=120Mpa
δ(long)=4tPd=4∗44.8∗200=60Mpa 
To make longitudinal stress zero when compressive load is applied. That is to say combined stress in the longitudinal direction due to internal pressure and compressive load should be zero. 
δ(long)comp+δ(long)interpressure=0 
60−π∗DtF=0 
F=60∗π∗200∗4=150.7946kW. This is compressive load axially 
                             
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