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Books on the topic 'Wood trusses'

Author: Grafiati

Published: 4 June 2021

Last updated: 12 February 2022

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1

Wolfe, Ronald W. Experimental assessment of wood trusses with square-end webs. Madison, Wis: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1996.

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2

Al-Chaar, Ghassan. Case study: Structural evaluation of heavy wood trusses at Corpus Christi Army Depot, Texas. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1999.

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3

Issa, Mohsen A. Structural evaluation procedures for heavy wood truss structures. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.

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4

Gupta, Rakesh. Metal-plate-connected wood joints: A literature review. Corvallis, Or: Forest Research Laboratory, Oregon State University, 1996.

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5

Gupta, Rakesh. Metal-plate-connected wood joints: A literature review. Corvallis, Or: Forest Research Laboratory, Oregon State University, 1996.

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6

Gupta, Rakesh. Metal-plate-connected wood joints: A literature review. Corvallis, Or: Forest Research Laboratory, Oregon State University, 1996.

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7

Callahan, Edward E. Metal plate connected wood truss handbook. 2nd ed. Madison, WI: Wood Truss Council of America, 1997.

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8

H, White Robert. Fire endurance model for a metal-plate-connected wood truss. Madison, WI (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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9

H, White Robert. Fire endurance model for a metal-plate-connected wood truss. Madison, WI (One Gifford Pinchot Dr., Madison 53705-2398): U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1993.

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10

Routley, J. Gordon. Wood truss roof collapse claims two firefighters (December 26, 1992). Emmitsburg, Md. (16825 South Seton Ave., Emmitsburg 21727): Federal Emergency Management Agency, U.S. Fire Administration, National Fire Data Center, 1996.

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11

Routley, J. Gordon. Wood truss roof collapse claims two firefighters (December 26, 1992). [Emmitsburg, Md.]: National Fire Data Center, 1996.

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12

Trussell-Cullen, Alan. Playing with words: Written by Alan Trussell-Cullen. Auckland: Shortland Publications, 1989.

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13

Page, Dave. Evaluation of remedial treatments on the Howe Truss railway bridge at Waikino, May 2001, after two years. Rotorua, N.Z: New Zealand Forest Research Institute, 2001.

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14

Bjuggren, Per-Olof. A transaction cost approach to vertical integration: The case of the Swedish pulp and paper industry. Lund: [s.n.], 1985.

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15

United States. Naval Facilities Engineering Command, ed. Inspection of wood beams & trusses. Alexandria, Va: Naval Facilities Engineering Command, 1987.

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16

Kasal, Bohumil. In-plane stability of truss chords with application to wood trusses. 1993.

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17

Kasal, Bohumil. In-plane stability of truss chords with application to wood trusses. 1993.

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18

Parker, Philip M. The 2007-2012 World Outlook for Wood Trusses. ICON Group International, Inc., 2006.

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19

The 2006-2011 World Outlook for Wood Trusses. Icon Group International, Inc., 2005.

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20

Parker, Philip M. The 2007-2012 Outlook for Wood Trusses in India. ICON Group International, Inc., 2006.

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21

Parker, Philip M. The 2007-2012 Outlook for Wood Trusses in Japan. ICON Group International, Inc., 2006.

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22

Parker, Philip M. The 2008-2013 Outlook for Wood Trusses in Greater China. ICON Group International, Inc., 2006.

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23

Waltz, Miles E. Discrete compression web bracing design for light-frame wood trusses. 1998.

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24

Redlinger, Mark J. Behavior of metal-plate-connected wood truss joints under wind and impact loads. 1998.

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25

Redlinger, Mark J. Behavior of metal-plate-connected wood truss joints under wind and impact loads. 1998.

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26

Parker, Philip M. The 2007-2012 Outlook for Wood Trusses in the United States. ICON Group International, Inc., 2006.

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27

Parker, Philip M. The 2007 Report on Wood Trusses: World Market Segmentation by City. ICON Group International, Inc., 2006.

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28

Parker, Philip M. The 2007-2012 World Outlook for Engineered Wood Members Excluding Trusses. ICON Group International, Inc., 2006.

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29

The 2006-2011 World Outlook for Engineered Wood Members Excluding Trusses. Icon Group International, Inc., 2005.

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30

Vatovec, Milan. Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints. 1995.

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31

Strength and stiffness of large-gap metal-plate wood connections. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1994.

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32

Parker, Philip M. The 2007-2012 Outlook for Engineered Wood Members Excluding Trusses in India. ICON Group International, Inc., 2006.

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33

The 2006-2011 World Outlook for Metal Plate-Connected Wood Roof Trusses. Icon Group International, Inc., 2005.

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34

Parker, Philip M. The 2007-2012 World Outlook for Metal Plate-Connected Wood Roof Trusses. ICON Group International, Inc., 2006.

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35

Parker, Philip M. The 2007-2012 Outlook for Engineered Wood Members Excluding Trusses in Japan. ICON Group International, Inc., 2006.

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36

Kittel, Mark. Small-scale modeling of metal-plate-connected wood truss joints. 1997.

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37

Kittel, Mark. Small-scale modeling of metal-plate-connected wood truss joints. 1997.

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38

Kent, Scott M. Dynamic behavior of metal-plate-connected wood truss joints. 1995.

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39

Dung, Da-Ren. A practical method to analyze the system effects of a metal-plate-connected wood truss assembly. 1999.

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40

Parker, Philip M. The 2007-2012 Outlook for Metal Plate-Connected Wood Roof Trusses in India. ICON Group International, Inc., 2006.

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41

Parker, Philip M. The 2007-2012 Outlook for Metal Plate-Connected Wood Roof Trusses in Japan. ICON Group International, Inc., 2006.

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42

Parker, Philip M. The 2008-2013 Outlook for Engineered Wood Members Excluding Trusses in Greater China. ICON Group International, Inc., 2006.

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43

LaFave, Kelly David. Experimental and analytical study of load sharing in wood truss roof systems. 1990.

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44

The 2006-2011 World Outlook for Manufacturing Fabricated or Laminated Wood Arches and Other Wood Structural Members Excluding Trusses. Icon Group International, Inc., 2005.

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45

Parker, Philip M. The 2007-2012 World Outlook for Manufacturing Fabricated or Laminated Wood Arches and Other Wood Structural Members Excluding Trusses. ICON Group International, Inc., 2006.

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46

Parker, Philip M. The 2008-2013 Outlook for Metal Plate-Connected Wood Roof Trusses in Greater China. ICON Group International, Inc., 2006.

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47

Parker, Philip M. The 2007 Report on Engineered Wood Members Excluding Trusses: World Market Segmentation by City. ICON Group International, Inc., 2006.

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48

Parker, Philip M. The 2007-2012 Outlook for Engineered Wood Members Excluding Trusses in the United States. ICON Group International, Inc., 2006.

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49

Callahan, Edward William. Metal Plate Connected Wood Truss Handbook. Woodtruss Council of America, 1993.

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50

Li, Zhong. A practical approach to model the behavior of a metal-plate-connected wood truss system. 1996.

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