![]() The situation becomes more complex if axial tension force and moment is combined to calculate crack width. Most people still use 20 years old method defined in ACI 318-95. ![]() FOR WATER TIGHT STRUCTURES Crack width is a complex and tough topic. ![]() Crack width is a complex and tough topic. (25.4 MN/m) for exterior exposure, corresponding to a crack width of 0.013 in. ACI 318 limits the value of z to 145 kips/in. (30.6 MN/m) is permitted for interior exposure, corresponding to a. ![]() It was later decided to place the contents of ACI 318-11 Chapter 22 in ACI 318-14 Chapter 14. The number was reserved for that purpose. ACI 318.2, rather than ACI 318.1? Answer: This is because it was initially planned that ACI 318-11 Chapter 22 on plain concrete would become a separate standard: ACI 318.1. ![]()
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