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Retaining Wall, Resp Modr Factor
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...- SgherPE
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- Replies: 0
- Forum: Structural engineering general discussion
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interior timber column to concrete concealed connection
More on this topic, Is there a rule of thumb on the length of the knife plate to use and or embedment length formula to apply? thanks- SgherPE
- Post #5
- Forum: Structural engineering general discussion
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Wind loads for decorative awnings??
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...- SgherPE
- Post #6
- Forum: Structural engineering general discussion
