![]() ![]() The program also allows point and distributed loads to be applied laterally to the panel strip, giving you the capability to design narrow jambs beside openings.Įach time the program is recalculated, both seismic and wind loads are used to determine service and factored moments and deflections. In addition to eccentric roof dead and live loads, you can apply axial loads to the top of the wall, simulating loads due to a wall section above. Analysis using this moment of inertia can either iterate wall deflections to convergence, or directly calculate wall deflection at the moment capacity of the wall.Īlong with these different analysis methods, you can include the effects of fixity at the base of the wall (for dock-high walls) and wind or seismic load on a projecting parapet. ![]() Analysis using ICRACKED for the full height of the wall, and is very conservative. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |