![]() If my approach is wrong, can someone please explain the way we shall specify camber for this type of situation. The reason I am asking this is because of these additional point loads, some joists will be at higher camber and the joists adjacent to them will be at a lower level as they don't have those point loads. span ( Post A - level Spanish project ) pilot test bat- tery is comprised of. Do we take deflection because of that concentrated load also into account for camber or is it just uniform load. My question is - As mentioned I have bunch of roof equipments and hence concentrated dead load at a lot of points. Vulcaft have a recommendation table which shows camber proportional to joist length so we can compare how much approximate we need. Maximum allowable spans for wood deck beams, as shown in Figure R507.5, shall be in accordance with Table R507.5. ![]() I know that we calculate camber by considering dead load/superimposed dead load deflection and specifying that deflection plus-minus tolerance as camber. For beam depths (d) of 4-3/8, 5-1/2, and 7-1/4 inches, the maximum hole diameter is 1, 1-1/8, and 1-1/2 inches, respectively. ![]() The tables below describe the most common measurements according to local requirements for different Kerto LVL structures in floors, roofs and walls. I have a huge roof which has like 60-70 long-span joists and they support a bunch of roof equipments. Span tables for Kerto® LVL beams, panels, studs and I-joists help designers work faster and more efficiently. I have a question related to camber for the long span joists.
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