灵鹊做题网英语翻译Since wind is capable of generating simultaneous roof up
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英语翻译
Since wind is capable of generating simultaneous roof uplift and lateral loads,the uplift component of the wind load exacerbates the overturning tension forces due to the lateral component of the wind load
Longitudinal bars in a column are generally spliced at mid-storey height,away from the section of maximum stress.
Where the column cross-section dimensions change,longitudinal bars need to be offset.The slope of the offset bar should not exceed 1 in 6.
The maximum spacing of the bars,except for those that are used only to control shrinkage and temperature cracks should not exceed 150mm for slab thickness h up to 150mm
Welding is distinguished from other forms of mechanical connections such as riveting or bolting,which are formed by friction or mechanical interlocking
D value method is a modification of inflection point method.In this method,the joint rotations are taken into consideration.Correspondingly,the location of inflection points varies according to support conditions
Since wind is capable of generating simultaneous roof uplift and lateral loads,the uplift component of the wind load exacerbates the overturning tension forces due to the lateral component of the wind load
Longitudinal bars in a column are generally spliced at mid-storey height,away from the section of maximum stress.
Where the column cross-section dimensions change,longitudinal bars need to be offset.The slope of the offset bar should not exceed 1 in 6.
The maximum spacing of the bars,except for those that are used only to control shrinkage and temperature cracks should not exceed 150mm for slab thickness h up to 150mm
Welding is distinguished from other forms of mechanical connections such as riveting or bolting,which are formed by friction or mechanical interlocking
D value method is a modification of inflection point method.In this method,the joint rotations are taken into consideration.Correspondingly,the location of inflection points varies according to support conditions
由于风能够同时产生两种力,一种是向上掀起屋顶的力（纵向力）,一种是横向力,二力相结合加剧了风的破坏力,
框架的纵向结构（梁）通常在楼层的中部相结合,而不在受力最大的地方,这里的结构交叉的尺寸发生变化,纵向结构（梁）需要偏移,偏移坡度不能超过1/6,
除了那些控制伸缩缝的梁外,（承载150毫米厚板的）梁的间距不能超过150毫米,
Welding is distinguished from other forms of mechanical connections such as riveting or bolting,which are formed by friction or mechanical interlocking
D value method is a modification of inflection point method.In this method,the joint rotations are taken into consideration.Correspondingly,the location of inflection points varies according to support conditions
框架的纵向结构（梁）通常在楼层的中部相结合,而不在受力最大的地方,这里的结构交叉的尺寸发生变化,纵向结构（梁）需要偏移,偏移坡度不能超过1/6,
除了那些控制伸缩缝的梁外,（承载150毫米厚板的）梁的间距不能超过150毫米,
Welding is distinguished from other forms of mechanical connections such as riveting or bolting,which are formed by friction or mechanical interlocking
D value method is a modification of inflection point method.In this method,the joint rotations are taken into consideration.Correspondingly,the location of inflection points varies according to support conditions
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