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Theory of Structures

Companion blog for University of Idaho CE 342 Course, Fall 2009. Thursday, November 12, 2009. Assn 14 - Rafter Tie Investigation. Gang, here is assn 14 - it is the investigation of the effect of the location of the tie in a `rafter' construction roof. Rafters are 2 x 6 DFL. No1 Yeah, they are potentially long . 1) tie connects rafters at their ends (ceiling tie). 2) tie connects rafters 1/3rd of the way up from the bottom. Roof load: 40 psf. Dead load: 15 psf. Of the ends of the rafters. Discuss . es...

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Companion blog for University of Idaho CE 342 Course, Fall 2009. Thursday, November 12, 2009. Assn 14 - Rafter Tie Investigation. Gang, here is assn 14 - it is the investigation of the effect of the location of the tie in a `rafter' construction roof. Rafters are 2 x 6 DFL. No1 Yeah, they are potentially long . 1) tie connects rafters at their ends (ceiling tie). 2) tie connects rafters 1/3rd of the way up from the bottom. Roof load: 40 psf. Dead load: 15 psf. Of the ends of the rafters. Discuss . es...
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Theory of Structures | theory-of-structures.blogspot.com Reviews

https://theory-of-structures.blogspot.com

Companion blog for University of Idaho CE 342 Course, Fall 2009. Thursday, November 12, 2009. Assn 14 - Rafter Tie Investigation. Gang, here is assn 14 - it is the investigation of the effect of the location of the tie in a `rafter' construction roof. Rafters are 2 x 6 DFL. No1 Yeah, they are potentially long . 1) tie connects rafters at their ends (ceiling tie). 2) tie connects rafters 1/3rd of the way up from the bottom. Roof load: 40 psf. Dead load: 15 psf. Of the ends of the rafters. Discuss . es...

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Theory of Structures

Companion blog for University of Idaho CE 342 Course, Fall 2009. Thursday, November 12, 2009. Assn 14 - Rafter Tie Investigation. Gang, here is assn 14 - it is the investigation of the effect of the location of the tie in a `rafter' construction roof. Rafters are 2 x 6 DFL. No1 Yeah, they are potentially long . 1) tie connects rafters at their ends (ceiling tie). 2) tie connects rafters 1/3rd of the way up from the bottom. Roof load: 40 psf. Dead load: 15 psf. Of the ends of the rafters. Discuss . es...

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