As shown in the following figure, a horizontal tieback and anchor will be used to reduce the bending moments in a retain

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As shown in the following figure, a horizontal tieback and anchor will be used to reduce the bending moments in a retain

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As Shown In The Following Figure A Horizontal Tieback And Anchor Will Be Used To Reduce The Bending Moments In A Retain 1
As Shown In The Following Figure A Horizontal Tieback And Anchor Will Be Used To Reduce The Bending Moments In A Retain 1 (39.83 KiB) Viewed 33 times
As shown in the following figure, a horizontal tieback and anchor will be used to reduce the bending moments in a retaining wall. The diameter of the steel tieback rod is 1 inch. What will be the minimum length of the tieback rod if the wall must move laterally by 0.20 in reach active pressure state. Assume, value of K = 1.0. Given soll unit weight 120 pcf. Retaining Wall Tieback Anchor 15'-0" 10'-0" A. 55'-0" B. 58'-0" C. 675'-0" D. 53-0"
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