mass source definition

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Mass Source Definition In ETABS, the user has the option of choosing one of three options for defining source of the mass of a structure. Click the Define menu -> ass Source command !ring up the Define ass Source form. The follo"ing options appear on the form# $. %rom Self and Specified ass# Each structural element has a material propert& associated "ith it' one of the items specified in the material properties is a mass per unit (olume. )hen the %rom Self and Specified ass* !o+ is checked, ETABS determines the !uilding mass associated "ith the element mass !& multipl&ing the (olume of each structural element times it*s specified mass per unit (olume. . %rom oads# This specifies a load com!ination that defines the mass of the structure. The mass is e ual to the "eight defined !& the load com!ination di(ided !& the gra(itational multiplier, g. This mass is applied to each /oint in the structure on a tri!utar& area !asis in all three translational directions. 0. %rom Self and Specified ass and oads# This option com!ines the first t"o options, allo"ing &ou to consider self"eig specified mass, and loads in the same anal&sis. It is important to remember when using the ‘From Self and Specified Mass and Loads’ option, NO to include the Dead Load !ase in the ‘Define Mass Multiplier for Loads’ bo"# his will account for the dead load of the structure $I!%#

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Mass Source DefinitionIn ETABS, the user has the option of choosing one of three options for defining thesource of the mass of a structure. Click the Define menu -> Mass Source command tobring up the Define Mass Source form. The following options appear on the form:1. From Self and Specified Mass:Each structural element has a material property associated with it; one ofthe items specified in the material properties is a mass per unit volume.When the From Self and Specified Mass box is checked, ETABSdetermines the building mass associated with the element mass bymultiplying the volume of each structural element times its specifiedmass per unit volume.2. From Loads:This specifies a load combination that defines the mass of the structure.The mass is equal to the weight defined by the load combination dividedby the gravitational multiplier, g. This mass is applied to each joint in thestructure on a tributary area basis in all three translational directions.3. From Self and Specified Mass and Loads:This option combines the first two options, allowing you to consider selfweight,specified mass, and loads in the same analysis.It is important to remember when using the From Self and Specified Mass andLoads option, NOT to include the Dead Load Case in the Define Mass Multiplierfor Loads box. This will account for the dead load of the structure TWICE.