Lateral Load-bearing Capacity of Nailed Joints Based on the Yield Theory PDF Download

Author: Petter Aune
Publisher:
ISBN:
Category : Joints (Engineering).
Languages : en
Pages : 32

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Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 682

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Author: J. Dobbin McNatt
Publisher:
ISBN:
Category : Girders
Languages : en
Pages : 688

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Author: United States-Japan Cooperative Program in Natural Resources. Panel on Wind and Seismic Effects. Joint Meeting
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 624

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Author: Robert L. Geimer
Publisher:
ISBN:
Category : Particle board
Languages : en
Pages : 36

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Author: Blass, Hans Joachim
Publisher: KIT Scientific Publishing
ISBN: 3731506734
Category : Engineering (General). Civil engineering (General)
Languages : en
Pages : 658

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This comprehensive book provides in-depth knowledge and understanding of design rules according to Eurocode 5. It is based on the first edition of the STEP (Structural Timber Education Programme) series, which was prepared in 1995 by about 50 authors from 14 European countries. The present work updates and extends the STEP compilation and is aimed at students, structural engineers and other timber structure professionals.

Author: Deepankar Kumar Ashish
Publisher: Springer Nature
ISBN: 3030514854
Category : Technology & Engineering
Languages : en
Pages : 589

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This book gathers peer-reviewed contributions presented at the 3rd International Conference on Innovative Technologies for Clean and Sustainable Development, held in Chandigarh, India, on February 19-21, 2020. The respective papers focus on sustainable materials science and cover topics including the durability and sustainability of concrete, green materials in construction, economics of cleaner production, environmental impact mitigation, innovative materials for sustainable construction, performance and sustainability of special concrete, renewable energy infrastructure, sustainability in road construction, sustainable concrete, sustainable construction materials, waste minimization & management, prevention and management of water pollution, and zero-energy buildings.

Author:
Publisher:
ISBN:
Category : Forests and forestry
Languages : en
Pages : 208

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Thirty-four papers are presented in nine categories: silviculture/ecology, genetics, soils and nutrients, regeneration, forest products, sociology, economics, policy, and insects and diseases. Also included is the keynote address, "Women in natural resources," by R. Max Peterson

Author:
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 248

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Author: Marshall Begel
Publisher:
ISBN:
Category : Forest products
Languages : en
Pages : 20

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This paper discusses results of tests conducted to expand the data base on the performance of timber rivet connections in U.S. domestic species to verify existing and proposed design procedures. Eight-, 80-, and 200-rivet connections were tested. The 8-rivet joint tests illustrate the effects of material type, rivet length, and load direction on the behavior of rivet‍?connections when gross wood failures are avoided. The 80-rivet connections, loaded perpendicular to grain, show the effect of rivet spacing as well as test support conditions on failure mode and strength. The 200-rivet joints, with load applied parallel to grain, provide data for previously reported failure modes, including the rivet yield/wood crush modes modeled by European yield model (EYM) and gross wood failures. The 200-rivet tests also show the effect of rivet spacing on joint strength and failure mode. The tests were conducted in two phases. In Phase I, small‍?specimens were made from Southern Pine and ponderosa pine solid sawn lumber, Hem-Fir and Southern Pine glulam, and parallel strand lumber. The small specimens failed by a combination of rivet yielding and wood crushing as described by EYM, rather than by a gross failure of the wood block. Joint yield load was determined by fitting test data to a curve and finding the load at 5% offset displacement. Basic trends can be seen in the data, but yield load is a poor predictor of ultimate load. In Phase II, large specimens were made from Southern Pine glulam. Larger rivet spacing, wider specimens, and longer rivets generally increased joint capacity; end spacing had no significant effect. Short continuously supported beams had a higher capacity load than did longer simply supported beams. The results show that when wood failure modes occur, thicker glulam has higher capacity, contradicting the size effect of the design code.