| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 676435 | APCBEE Procedia | 2014 | 5 Pages |
Abstract
The aim of this paper is in determination of nail bearing capacity in 4-nails joints of timber-cement boards of selected thicknesses bonded with middle solid wood (spruce) element on the base of destructive laboratory testing according to valid standards [1–3]. For the laboratory testing were selected 4-nails one-shear joints of cement-splinter boards and middle element made of solid wood.
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