![]() Calculate: Click the 'Calculate' button to run the calculation. Input Data: Enter these values into the calculator fields. If my approach is wrong, can someone please explain the way we shall specify camber for this type of situation. How to Use the LVL Beam Span Calculator: Gather Information: Know the LVL beams width, depth, and the load it needs to support. Span tables for Kerto® LVL beams, panels, studs and I-joists help designers work faster and more efficiently. Our growing range of LVL products are engineered to span further, carry greater loads and withstand the tough Australian climate. 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. Wesbeam is an Australian-owned manufacturer of quality Laminated Veneer Lumber (LVL) products for the tall timber building system and residential construction industry. 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. ![]() I know that we calculate camber by considering dead load/superimposed dead load deflection and specifying that deflection plus-minus tolerance as camber. Our VERSA-LAM ® LVL is manufactured in moreover Alexandria (Lena), Louisiana in Eastern United States, or in White City, Oregon for the Western Uniting States. ![]() I have a huge roof which has like 60-70 long-span joists and they support a bunch of roof equipments. I have a question related to camber for the long span joists.
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