Response Of Deep Two Way Reinforced And Unreinforced Concrete Slabs To Static And Dynamic Loading

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Response of Deep Two-way-reinforced and Unreinforced Concrete Slabs to Static and Dynamic Loading

Author : Gayle E. Albritton,Jimmy Piroshaw Balsara,David M. Bayer
Publisher : Unknown
Page : 214 pages
File Size : 40,7 Mb
Release : 1969
Category : Blast effect
ISBN : UOM:39015086527010

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Response of Deep Two-way-reinforced and Unreinforced Concrete Slabs to Static and Dynamic Loading by Gayle E. Albritton,Jimmy Piroshaw Balsara,David M. Bayer Pdf

Response of Deep Two-way-reinforced and Unreinforced Concrete Slabs to Static and Dynamic Loading

Author : James M. Watt,Jimmy Piroshaw Balsara,Gayle E. Albritton
Publisher : Unknown
Page : 178 pages
File Size : 54,9 Mb
Release : 1970
Category : Blast effect
ISBN : UOM:39015086527036

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Response of Deep Two-way-reinforced and Unreinforced Concrete Slabs to Static and Dynamic Loading by James M. Watt,Jimmy Piroshaw Balsara,Gayle E. Albritton Pdf

Alternatives in Energy Conservation

Author : Anonim
Publisher : Unknown
Page : 384 pages
File Size : 50,8 Mb
Release : 1976
Category : Buildings
ISBN : UOM:39015006309705

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Alternatives in Energy Conservation by Anonim Pdf

List of Publications of the U.S. Army Engineer Waterways Experiment Station

Author : U.S. Army Engineer Waterways Experiment Station
Publisher : Unknown
Page : 430 pages
File Size : 42,7 Mb
Release : 1976
Category : Hydraulic engineering
ISBN : MINN:31951D00281169K

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List of Publications of the U.S. Army Engineer Waterways Experiment Station by U.S. Army Engineer Waterways Experiment Station Pdf

Evaluation of Expedient Techniques for Strengthening Floor Joist Systems in Residential Dwellings

Author : Michael S. Black
Publisher : Unknown
Page : 98 pages
File Size : 52,6 Mb
Release : 1975
Category : Floors, Wooden
ISBN : UOM:39015086520007

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Evaluation of Expedient Techniques for Strengthening Floor Joist Systems in Residential Dwellings by Michael S. Black Pdf

Expedient techniques for reinforcing wood floor joist systems were evaluated by building 15 test specimens and subjecting them to static tests in a 200-kip loader. Each specimen consisted of three 2- by 10-inch by 16-foot floor joists (16 inches on center). Two sheets of 4- by 8-foot by 3/4-inch plywood and two sheets of 4- by 8-foot by 1/4-inch Masonite were centered and nailed to the joists. A 2- by 10-inch by 4-foot header board was nailed to each end of the floor specimen. Unreinforced and reinforced floor specimens were tested. The expedient techniques of joist reinforcement evaluated were: (1) 1-1/2-inch by 16-foot by 1/8-inch steel strap nailed to the bottom of the joists, (2) 4- by 8-foot by 1/4-inch plywood nailed to the bottom of the joists, (3) U-shaped hanger straps bolted around the joists, (4) combination of the hanger straps and 1-1/2-inch by 16-foot by 1/8-inch steel strap, and (5) 22-gage galvanized steel strap nailed to the bottom of the joists.