Figure D-1. Design response spectrum for Fort Lewis, Washington barracks building.

Table D-17. Anchor Bolt Tensile and Cone Failure Design.

Figure D-3. Barracks building short direction elevation and plan views.

Cold- Formed Load Bearing Steel Systems and Masonry Veneer/Steel Stud
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88

CEMP-E

TI 809-07

30 November 1998

Figure D-1. Design response spectrum for Fort Lewis, Washington barracks building.

Figure D-2. Schematic drawing of barracks building example.

D-18

Western Governors University

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