By American Institute of Steel Construction
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Additional resources for Design Guide 7: Industrial Buildings - Roofs to Anchor Rods (2004) 2nd Edition
3 Precast Wall Panels Non-load bearing precast wall panels frequently span from grade to eave as simple span members. Therefore drift does 40 / DESIGN GUIDE 7 / INDUSTRIAL BUILDINGS—ROOFS TO ANCHOR RODS, 2ND EDITION not change the statics of the panel. The limitation on drift in the building frame is established to control the amount of movement in the joint at the base of the panel as the frame drifts. This limit has been proposed to be eave height over 100. A special case exists when precast panels are set atop the perimeter foundations to eliminate a grade wall.
2 can also be used structurally to transfer the shear from the anchors to the piers. If the shear is small, the best approach is to simply design for the non-ductile concrete breakout using the 70 percent factor noted earlier. Careful consideration should be given to the size of the anchor rod holes in the base plate, when transferring shear forces from the column base plate to the anchor rods. The designer should use the recommended anchor rod hole diameters and minimum washer diameters, which can be found on page 14-27 of the AISC 3rd edition LRFD Manual of Steel Construction (AISC, 2001).
Maximum deflection of joists supporting plaster ceiling due to design live load: span over 360. b. Maximum deflection of joists supporting ceilings other than plaster ceilings due to design live load: span over 240. 3 Precast Wall Panels Non-load bearing precast wall panels frequently span from grade to eave as simple span members. Therefore drift does 40 / DESIGN GUIDE 7 / INDUSTRIAL BUILDINGS—ROOFS TO ANCHOR RODS, 2ND EDITION not change the statics of the panel. The limitation on drift in the building frame is established to control the amount of movement in the joint at the base of the panel as the frame drifts.
Design Guide 7: Industrial Buildings - Roofs to Anchor Rods (2004) 2nd Edition by American Institute of Steel Construction