****make below mentioned changes before starting work on Real
Project/Field Auxiliary Room***Beacuse of unavailaity of Design
Basis and other design related documents below mention things are
done roughly or base on the assumptions.1- wind load wind velocity
is assumed 55 m/secthe method of wind load application is wrong it
should be tributary area based, now it s applied roughly on some
column joints by sacs default method 2- Now column joint fixity as
based is considered as fixied, it should be as per the connection
details.3- live load is assumed 3kn/m2 at base level and 1 kn/m2 t
roof, it sholud be as per design basis .4- some of the member
properties are not correctly given in sacs because of the
limitiation of sacs , some of the sectionsare not available in sacs
like (unsymetrical double anlgle) 5- For blast analysis DAF is
taken as 1.5 as no dyanamc analysis is performed . as per
FABIG.
