if we have a steel cantilever column and wood sheathed shear wall at the same line/Grid line as combination of lateral resisting system. what R(Response Modification factor) value to be used? the least R value for both lateral resisting system?
the cantilever column is added for strength in the other direction and to avoid cantilever diaphragm.
the structure meets requirements of ASCE7-16 section 12.2.3.3 (Exception) so can we use R=2.5 for cantilever column and R=6.5 for Wooded Sheathed shear wall?
the cantilever column is added for strength in the other direction and to avoid cantilever diaphragm.
the structure meets requirements of ASCE7-16 section 12.2.3.3 (Exception) so can we use R=2.5 for cantilever column and R=6.5 for Wooded Sheathed shear wall?
