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\\ {on-this-page} h2. How should I label piers for a wall with openings? *ANSWER:* A suggested pier labeling scheme for walls with openings is given in Figure 1: \\ !Figure 1.png|align=center,border=0! {center-text}Figure 1 - Pier labeling scheme{center-text} * Additional information is available through Help > Documentation > Shear Wall Design > General Design Information. {hidden-content} *Related Incident:* * {incident:no=47453|comment=Etabs query} {hidden-content} h2. How are surface loading conditions applied to an area? *Answer:* Loading conditions may be applied as follows: # Mesh the area at appropriate locations and intervals using the options available through Edit > Mesh Areas. \\ \\ # *Concentrated loads* -- Apply concentrated moments and point loads to any node location by selecting Assign > Point Load. \\ \\ # *Line loads* -- For linear distributed loading, define a frame object with negligible structural properties, then draw these frames where line loads are to be applied. Draw line loads on the frame objects by selecting Assign > Frame loads > Distributed, then scale their magnitude according to tributary allocation. \\ \\ # *Area loads* -- Similarly, apply area loads by selecting Assign > Area loads > Uniform (Shell) _or_ Uniform to Frame (Shell). {hidden-content} *Related Incident:* * {incident:no=48507|comment=wall loadings in etabs} {hidden-content} |
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