Vertical Load Capacities of Roof Truss Cross Members
Public Domain
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2016/05/01
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Series: Mining Publications
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Personal Author:
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Description:Trusses used for roof support in coal mines are constructed of two grouted bolts installed at opposing forty-five degree angles into the roof and a cross member that ties the angled bolts together. The load on the cross member is vertical, which is transverse to the longitudinal axis, and therefore the cross member is loaded in the weakest direction. Laboratory tests were conducted to determine the vertical load capacity and deflection of three different types of cross members. Single-point load tests, with the load applied in the center of the specimen and double-point load tests, with a span of 2.4. m, were conducted. For the single-point load configuration, the yield of the 25. mm solid bar cross member was nominally 98. kN of vertical load, achieved at 42. cm of deflection. For cable cross members, yield was not achieved even after 45. cm of deflection. Peak vertical loads were about 89. kN for 17. mm cables and 67. kN for the 15. mm cables. For the double-point load configurations, the 25. mm solid bar cross members yielded at 150. kN of vertical load and 25. cm of deflection. At 25. cm of deflection individual cable strands started breaking at 133 and 111. kN of vertical load for the 17 and 15. mm cable cross members respectively. [Description provided by NIOSH]
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ISSN:2095-2686
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Volume:26
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Issue:3
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NIOSHTIC Number:nn:20047830
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Citation:Int J Min Sci Technol 2016 May; 26(3):517-520
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Contact Point Address:David F. Gearhart, Office of Mine Safety & Health Research, National Institute for Occupational Safety & Health, Pittsburgh, PA 15236
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Email:dgearhart@cdc.gov
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Federal Fiscal Year:2016
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Peer Reviewed:True
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Source Full Name:International Journal of Mining Science and Technology
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Main Document Checksum:urn:sha-512:49b7b5543d4d1d8fe3e1b5fe0cd29f969614de7dd4b4000a43d653763a38dc22a056672e98aeb8947d697ce77f8599ca397da7c28aded8b1723d8923e24eea10
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