Laserfiche WebLink
<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 <br /> pg. 89 <br /> <br />In addition, superimposed dead loads and live loads at the foundation level are implemented as area <br />loads, as shown below. <br /> <br />Figure 5.3-2: Applied Superimposed Loads at Foundation Level in SAFE Model (psf) <br /> <br /> <br />Figure 5.3-3: Applied Live Load at Foundation Level in SAFE Model (psf) <br />In order to generate load combinations with the correct earthquake force sign convention, the lateral loads <br />are applied to the SAFE model as distributed loads along lateral force resisting lines that generate an <br />overturning moment that is equal to the overturning moment at the base of the shear or core wall determined <br />from the superstructure ETABS mode. The following are descriptions of the implementation of the loading <br />as well as the values applied to the SAFE model.