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sir , you were very much right . I got a normal pattern of my results. As it is confirmed from CSI ETAB (When nonzero Pllf is assigned to a frame object, positive design moments are calculated assuming a simply supported condition under live-load application. While this does affect design moments, analysis moments are not affected) https://wiki.csiamerica.com/display/kb/Pattern+live-load+factor

I am working on a building with quite high loading. live load :300 psf Super Dead :90 Psf The problem in my etabs result are quite unusual for me.I got more reinforcement in bottom as compared to negative in continuous beams. In the analysis, moment diagram is not showing such irregularity. need help form seniors.

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I'm also new here and I'm looking forward to learn from you guys.

Otsruc.com is very good site to learn structural software ETABS/SAFE/SAP etc. developed by esteemed fellow Rana Waseem he is very good practicing structural engineer with excellent command on software. Along with joining courses you have to work with the software and only software is not the structural engineering you must work on the basics of structural engineering. Just modelling on software and getting results is not engineering. this exercise can be easily done by a matric pass student as well if he is trained to use the software. Engineers are required to grasp knowledge behind the software. Engineering judgment comes with practice and working under kind seniors who guide you through the design process. All young engineers are suggested to be attached with seniors and request them to guide and mentor you through the process. And seniors are requested to mentor at least 1-5 freshers:-)

try making pattern live load factor to 0.