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Stacking or "Piggybacking" of headed shear studs ACI 318-19 R22.6.6.2
Does anyone understand the intent of why stacking studs is mentioned in the ACI 318-19 commentary section R22.6.6.2. The section notes the size factor may not be equal to 1.0 in slabs with stud exceeding a 10in shaft length, but then comments on stacking studs. See figure R22.6.6.2. Is this a...- mgoodenough
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- Forum: ACI (concrete) Code Issues
