Hello to all!
Would you use ASCE-7 Table 12-2-1 Design Coeff and Factors for Seismic Force Resisting Systems to find R for an isolated perimeter masonry 8' H wall (barely a retaining wall with 2' of retained soil )? What value of R should it be?
On another note, what R have you guys used for...
Search www.spacegass.com.There is this program use to complete a combined fabric/ steel analysis called Spacegass. Alternately you can search "fabric tensile structure" and may return list of specialty contractors (design-build). They have the complete package from designing, engineering and...