【Daily Topic】【Civil Engineering Version 20160329】
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This post was last edited by hesonchang214 on 2016-4-23 22:53. Reward for participation: 2 Wealth. Reward for correct answer: 9 wealth. The correct statements regarding the construction requirements for masonry structures are: ( ) A. For load-bearing independent brick columns, the cross-sectional dimensions must not be less than 240mm×370mm. B. For rubble stone columns, the smaller side of their cross-section should not be less than 400mm. C. In the presence of vibrating loads, walls and columns should preferably be constructed using rubble stone masonry. D. The thickness of rubble stone walls should not be less than 350mm. Correct answers: ABD
The correct statements regarding the construction requirements for masonry structures are: (A B D) A. For load-bearing individual brick columns, the cross-sectional dimensions must not be less than 240mm×370mm. B. For rubble stone columns, the smaller side of their cross-section should not be less than 400mm. C. In the presence of vibrating loads, walls and columns should be constructed using rubble stone masonry. D. The thickness of rubble stone walls should not be less than 350mm
The correct requirements regarding the construction of masonry structures are: (ABD) A. For load-bearing independent brick columns, the cross-sectional dimensions must not be less than 240mm×370mm. B. For rubble stone columns, the shorter side of their cross-section should not be less than 400mm. C. In the presence of vibration loads, walls and columns should be constructed using rubble stone masonry. D. The thickness of rubble stone walls should not be less than 350mm
The correct statements regarding the construction requirements for masonry structures are: (A B D) A. For load-bearing individual brick columns, the cross-sectional dimensions must not be less than 240mm×370mm. B. For rubble stone columns, the smaller side of their cross-section should not be less than 400mm. C. In the presence of vibrating loads, walls and columns should be constructed using rubble stone masonry. D. The thickness of rubble stone walls should not be less than 350mm
A. Independent load-bearing brick columns, whose cross-sectional dimensions must not be less than 240mm×370mm. B. The smaller side length of the cross-section of rough-hewn stone columns should not be less than 400mm. D. The thickness of rough-hewn stone walls should not be less than 350mm
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