Laserfiche WebLink
Hold-down Design and Checks <br />As stated above, hold-downs should be designed as force-controlled components. <br />Force-controlled demands are determined using the following equation: <br />To determine the force controlled action on the hold-downs, the above equation <br />can be rearranged as: <br />＝F H D ――――― <br />-――― <br />⋅χ M O T <br />⋅C 1C 2 J <br />M S T <br />L s w <br />≔χ 1 .0 J is taken as the smallest DCR <br />Hold-down demand <br />≔J LS =⋅0 .7 4 m L S 2.8 1 2 0.74 was the LS DCR of shear wall 1.5 <br />≔C 1 C 2 _LS 1 .4 <br />≔J I O =⋅0 .7 7 m I O 1 .3 0 9 <br />≔C 1 C 2 _I O 1 .1 <br />24 of 100 <br />1327 S Grand Ave <br />12/12/2024