· Load:AISC-2010&MBMA2012,WindLoadcombinationasperMBMA
· BracingshavebeenconsideredforRoofandSideWalls.
· ConsideredasFullyenclosedunderExposure"C"
· FrameColumnbaseconsideredasPinnedSupport
· secondarymembersarecoldformedcoldrolledandspacingisasperourstandarddesign
· BracingshavebeenconsideredforRoofandSideWalls.
· Membersdepth,thickness&spacingasperdesign
· The building is designed for normal workingcondition and under no circumstances theofferedbuildingshouldbesubjectedtohightemperature(>50deg.C)ortoxicfumesoracidvapoursfailingwhichweshallnotbeliableforanyinconsistentperformance.