Required shear force to combined tension and shear

[mazen123]

I need to calculate the demand required shear force to combined tension and shear in beam to column flange connection .
the Loads:
Tension : 1.3 KN
Compression : -72.53 KN
Shear : 230.01 KN
Knowing that, a beam is sloped with 15 degree about horizontal axes .

 

[kiwitom235]

can you elaborate? Diagrams may help?

 

[rb1957]

is this a student post ?

another day in paradise, or is paradise one day closer ?

 

[mazen123]

Thank you kiwitom 235
But the problem is solved