Design of Straw Bale Buildings: The State of the ArtGreen Building Press, 2006 - 260 頁 For the first time, a design manual for practicing professionals, as well as teachers, is made available, drawing on the collective experience of the most senior and respected figures in the rapidly-emerging field of straw bale construction. This is the only book that provides truly useful information to architects, engineers, building officials and builders who want to design intelligently with plastered straw bales. |
搜尋書籍內容
第 1 到 3 筆結果,共 43 筆
第 42 頁
... Failure Strength Failure Strength Failure Strength CINTROFLEX C Failure Number lbs Location lbs Location Ibs Location lbs Location 1 408.5 Wire 327.6 Wire 55.2 Twine 76.2 Junction 2 326.7 Weld 340.9 Wire 55.9 Twine 77.1 Junction 3 386.9 ...
... Failure Strength Failure Strength Failure Strength CINTROFLEX C Failure Number lbs Location lbs Location Ibs Location lbs Location 1 408.5 Wire 327.6 Wire 55.2 Twine 76.2 Junction 2 326.7 Weld 340.9 Wire 55.9 Twine 77.1 Junction 3 386.9 ...
第 47 頁
... Failure Description Strength , pounds 358.4 Transverse wire 267.8 Weld failure 251.0 Staple failed at weld pulled out 321.3 Wire failure 363.4 Weld failure 368.2 Staple pulled out 293.5 Staple leg snapped 201.4 Weld failure 270.9 Staple ...
... Failure Description Strength , pounds 358.4 Transverse wire 267.8 Weld failure 251.0 Staple failed at weld pulled out 321.3 Wire failure 363.4 Weld failure 368.2 Staple pulled out 293.5 Staple leg snapped 201.4 Weld failure 270.9 Staple ...
第 69 頁
... Failure Modes Unplastered straw bale walls can only car- ry a very modest amount of load before compressing beyond acceptable limits or outright buckling . Once plastered , how- ever , their load - bearing capacity increases ...
... Failure Modes Unplastered straw bale walls can only car- ry a very modest amount of load before compressing beyond acceptable limits or outright buckling . Once plastered , how- ever , their load - bearing capacity increases ...
常見字詞
allow amount applied areas assembly barrier base bearing bond bottom builders Building Code California cause cement chapter clay coat compressive concrete course cracks develop earth plaster edge effect engineer experience face failure fiber Figure finish fire forces foundation gauge heat height horizontal inch increased insulation interior layer least less lime plaster limited load materials means measured mesh method moisture content occur performance permitted plaster skins plastered straw bale plastic plate practice prevent problems protected rain reinforced relatively reported resist rice roof shear side sill stacked standard staples steel straw bale buildings straw bale construction straw bale wall strength structural surface temperature thickness typically vapor vertical weld wind window wire wood