SpecialConditions
· Load:AISC-2010&MBMA2012,WindLoadcombinationasperMBMA
· BracingshavebeenconsideredforRoofandSideWalls.
· ConsideredasFullyenclosedunderExposure"C"
· FrameColumnbaseconsideredasPinnedSupport
· secondarymembersarecoldformedcoldrolledandspacingisasperourstandarddesign
· BracingshavebeenconsideredforRoofandSideWalls.
· SecondaryMembersdepth,thickness&spacingasperdesign
The building is designed for normal working condition and under nocircumstances theofferedbuildingshouldbesubjectedtohightemperature(>50deg.C)ortoxicfumesoracidvapoursfailingwhichweshallnotbeliableforanyinconsistentperformance