AT Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete
AT Allowable Shear Loads for Threaded Rod Anchors in Normal-Weight Concrete
AT Allowable Tension Loads for Rebar Dowels in Normal-Weight Concrete
AT Allowable Shear Loads for Rebar Dowels in Normal-Weight Concrete
AT Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete Stemwall
AT Allowable Tension Loads for Threaded Rod Anchors in Sand-Lightweight Concrete
AT Allowable Shear Loads for Threaded Rod Anchors in Sand-Lightweight Concrete
AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Edge Distance, Tension Load
AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Edge Distance, Shear Load
AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Spacing, Tension Load
AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Spacing, Shear Load
AT Allowable Load Adjustment Factors in Sand-Lightweight Concrete: Edge Distance, Tension and Shear Loads
AT Design Information — Masonry
AT Allowable Tension and Shear Loads for Threaded Rod Anchors in 6- and 8-Inch Normal-Weight Grout-Filled CMU
AT Allowable Tension and Shear Loads for Threaded Rod Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU
AT Allowable Tension and Shear Loads for Installations in Unreinforced Brick Masonry Walls—Minimum URM Wall Thickness is 13" (3 wythes thick)
AT Allowable Tension and Shear Loads for Threaded Rod Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU
AT Allowable Tension Loads for Threaded Rod Anchors in 8-inch Lightweight, Medium-Weight and Normal-Weight CMU Chair Blocks Filled with Normal-Weight Concrete
