Catalog excerpts
Design Tables Line load Example: House ceiling Permanant Loads: Insulating softboard Self weight Live loads 4. Selected from table: Huttemann Meisterholz is produced without hog. The design only applies to a permission bending of 1/300. The table is a preliminary design guide: It does not replace structural design calculations. Huttemann Wismar GmbH & Co. KG Huttemann Holz GmbH & Co. KG Am Torney 14 • 23970 Wismar Industriestralse • 59939 Olsberg info@huettemann-wismar.de info@huettemann-holz.de www.huettemann-wismar.de www.huettemann-holz.de
Open the catalog to page 1Structural values of the standard cross-section a) The characteristic rolling shear strength fgfRr|< may be assumed as 1.0 N/mm2 for all strength classes. b) The shear modulus associated with rolling shear stresses may be assumed as Gg = 0.10 Gg_mean c) For the characteristic stiffness values Eg_ 0.05; Eg,90,0.05 anc' Gg,0.05' *ne following calculated values apply:
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