Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024
Citation:
Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024
Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024
Citation:
Wang Yuanqing, Tan Chengdong, Zhang Yong. DESIGN AND ANALYSIS OF FOUNDATION OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 82-84. doi: 10.13204/j.gyjz200602024
For an arched corrugated metal roof, the light dead weight and the great horizontal force from the skewback will lead to a larger eccentricity of the foundation and the larger bending and shearing forces of the support structure. It is introduced the design of the foundation of the arch falling to the ground and supported by the frame and the influence factors on the eccentricity in design ofthe practical project. The problem of bending and shearing resistance of the brick of the arch structure supported by the masonry is also introduced. Suggestions on its design method are also proposed.