Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: cpMB
  • Order by date
  1. cpMB

    ASCE 7-05 WIND LOAD CASES

    I had some questions regarding the wind load cases for method 2-all heights. For structures of light-framed construction with wood shear wall MWFRS can the orthogonal load directions be separated to have no influence on each other due to the lack of common elements (except the diaphragm or...
  2. cpMB

    Masonry SW and Steel in wood construction

    Hi I was wondering if there are any good references on combining masonry shear walls and/or steel moment frames with wood 1-3 story wood structures that utilize wood shearwalls for the majority of the LFRS. Does the R value change for the wood shearwall design if only one masonry wall or one...
  3. cpMB

    ASCE 7 wind Torsion Loads

    Are there any examples of how to apply the torsion loads to complex floor plans of 2 and 3 story residences? Would it be acceptable to break up complex plans into rectangular diaphragms and apply the torsion load to each diaphragm separately? Thanks
  4. cpMB

    ASCE 7 Wind Load Cases 2, 4 Torsion

    Are there any examples of how to apply the torsion loads to complex floor plans of 2 and 3 story residences? Would it be acceptable to break up complex plans into rectangular diaphragms and apply the torsion load to each diaphragm separately? Thanks

Part and Inventory Search

Back
Top Bottom