Does STAAD show maximum shear & moments in the DECK or in the GIRDERS?

Question

We have modeled a two-span continuous bridge (50' spans), 6 girders in the cross section (60' bridge width). We are loading with truck & tandem loadings per AASHTO bridge design specifications. When analyzing for maximum positive & negative shears and moments, is STAAD telling us the max shears & moments on the GIRDERS or on the DECK? 
 How can we check the output analysis for maximum pos/neg shears & moments in the DECK? We are asking because we are doing hand-calculations for a concrete deck design.

Biswatosh · Answer

If you want to see the maximum moment or the shear force developed across the member which represents the track of the vehicular loads then you can use the MOVING LOAD feature to generate the moving load case.. to know the maximum moment or the shear force, you can refer to the FORCE SUMMARY in the post-processing mode.