- The Building Shown Has Four Concrete Shear Walls As Shown The Plan View And Cross Section Show The Arrangement And Heig 1 (53.76 KiB) Viewed 14 times
The building shown has four concrete shear walls as shown. The plan view and cross section show the arrangement and heig
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The building shown has four concrete shear walls as shown. The plan view and cross section show the arrangement and heig
The building shown has four concrete shear walls as shown. The plan view and cross section show the arrangement and height of the walls. Walls 1 & 3 have the same length and height. 60' 301 4' WALL 3 12' WALL 2 50 WALL 4 WALL 1 SECTION C-C PLAN a) Calculate the relative rigidity (R) of walls 1 and 3 assuming the connections at the roof level are fixed, i.e. fixed-fixed case. b) Calculate the relative rigidity (R) of wall 2 assuming the connection at the roof level is considered free i.e. cantilever case. c) The seismic lateral force of 180 kips in the east-west direction was calculated for the given structure. Calculate the seismic lateral force that will be carried by each wall in the cast-west direction (i.e. walls 1 and 3) assuming the diaphragm is rigid. d) The seismic lateral force of 180 kips in the east-west direction was calculated for the given structure. Calculate the seismic lateral force that will be carried by cach wall in the east-west direction (i.e. walls 1 and 3) assuming the diaphragm is flexible.