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contributor authorMichael O'Rourke
contributor authorMichael Auren
date accessioned2017-05-08T20:56:35Z
date available2017-05-08T20:56:35Z
date copyrightDecember 1997
date issued1997
identifier other%28asce%290733-9445%281997%29123%3A12%281645%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32634
description abstractAn investigation of unbalanced or drifted snow loading on single gable roofs is presented. A database of 28 case histories was developed and analyzed to identify trends and key parameters for this type of roof snow drift. The analysis suggests that roof slope, roof width (i.e., ridge to eave distance), and ground snow load are the key parameters influencing drift size. Furthermore, substantial drifts near the eaves of low sloped roofs (slope less than 15°) are possible, particularly if the width is large and the ground snow load is moderate. A number of simple relations were developed that can be used to predict the total height for low sloped roofs. Predicted values from these relations were compared with observed values to gauge their relative accuracy. It is felt that the simple relations developed herein are an improvement over current code provisions, specifically for low sloped gable roofs. It is expected that they will be the basis for proposed changes in building codes and load standards. The implications of the proposed changes are illustrated in a design example.
publisherAmerican Society of Civil Engineers
titleSnow Loads on Gable Roofs
typeJournal Paper
journal volume123
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1997)123:12(1645)
treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012
contenttypeFulltext


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