Intermediate Reinforced Masonry Shear Wall
Intermediate Reinforced Masonry Shear Wall
(OP)
I am designing an intermediate reinforced masonry shear wall and wondering if I should use Equation 2-28 (safety factor 2 for ordinary reinforced) or Equation 2-29 (safety factor 4 for special reinforced) to get the allowable shear strength? I am using MSJC 2011.






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