![]() ![]() ![]() Strength reduction factor for tension concrete failure modes, Condition B9. DESIGN DATA IN CONCRETE PER ACI 318 ACI 318 Chapter 17 design The load values in this section are Hilti Simplified Design Tables. See Section 3.1.9 of Hilti Product Technical Guide Volume 2-19 for additional information on seismic applications. All of the horizontal force, instead of the maximum from the shear forces on an anchor)/Contents(all of the horizontal force, instead of the maximum from the shear forces on an anchor)>ĩ1 0 obj If we have an uplift force, represented by the red arrow, can we combine the shear strength of the anchors connecting the steel. anchor identifying the anchor as a Hilti Kwik Bolt 3 in the installed condition. For seismic tension loads, multiply cracked concrete tabular values in tension only by N,seis 0.75. ![]()
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