Strength II Live Load Moment

Question

I have a question about not being able to replicate the live load moment under strength II.

I have the strength II option in the analysis factor toggled, so AASHTO Eq. 4.6.2.2.5-1 (from 9th ed, which in the manual is referred to as 4.6.2.2.4) should have been applied. 
 From My understanding the moment value reported under envelope for LL+I M+ should have moment distribution factor and impact factor included. 
 To replicate this value, I took the moment value for design truck, design lane, and permit truck from load case at this location, and did (Permit truck*impact factor + design lane)*g1/1.2)+(Design truck*impact factor + design lane)*(gm-g1/1.2)*live load factor 1.35 
 It turns out my calculated value is about 20% higher than the reported value in analysis tab. Am I missing something?

Vinay mysore · Answer

Please email me the file so that i can test this issue on my machine "Vinay.Mysore@Bentley.com"

Vinay mysore · Answer

The file size might be too big . 
 Please don;t run the analysis and then save the file as it is then email me the file or you can upload the file to Dropbox or other service provider and email me the link to download.