【判断题】【消耗次数:1】
A: Shall we go out for a picnic tomorrow then? B: Its all up to you
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相关题目
【单选题】 A: Shall we go out for dinner tonight? B: [填空].
①  You are right
②  Have a nice time
③  Thats a good idea
④  My pleasure
【单选题】 27. If it ____ tomorrow, we will not go out.
①  rains
②  will rain
③  is going to rain
④  is to rain
【单选题】 Well go for a picnic if it ________tomorrow.
①  isnt going to rain
②  wont rain
③  doesnt rain
④  isnt raining
【判断题】 We?will have?a picnic if?it?is?fine tomorrow.
①  正确
②  错误
【单选题】 A: If things go on like this, we shall destroy ourselves. B: [填空]
①  Really? Congratulations!
②  Come on. Its not that bad.
③  Yes, you are good at it.
④  Its none of my business.
【单选题】 We shall be pleased to receive from you all necessary information _________ these goods.
①  regarding
②  in regard
③  as regard
④  with regard
【单选题】 We will go outside if it [填空] tomorrow.
①  dont rain
②  didnt rain
③  doesnt rain
④  isnt rain
【单选题】 We will go outside if it [填空] tomorrow.
①  don't rain
②  didn't rain
③  doesn't rain
④  isn't rain
【单选题】 - Shall we sit up here on the grass or down there near the water?
①  I’d rather stay here if you don’t mind
②  Sorry, I don’t like neither
③  Certainly, why not?
④  Yes, we like these two places
【单选题】 Shall we sit up here on the grass or down there near the water?_________
①  I’d rather stay here if you don’t mind.
②  Sorry, I don’t like neither.
③  Certainly, why not?
④  Yes, we like these two places.
随机题目
【判断题】 为保证钢筋与混凝土的粘结强度,防止放松预应力钢筋时出现纵向劈裂裂缝,必须有一定的混凝土保护层厚度
①  正确
②  错误
【判断题】 轴心受压构件中的箍筋应作成封闭式的
①  正确
②  错误
【判断题】 混凝土收缩、徐变与时间有关,且互相影响
①  正确
②  错误
【判断题】 轴压计算考虑受压时纵筋压曲,钢筋抗压强度设计值最大取为
①  正确
②  错误
【判断题】 轴向压力的存在对于偏心受压构件的斜截面抗剪能力是有提高的,有限制的
①  正确
②  错误
【单选题】 偏压构件的抗弯承载力
①  A随着轴向力的增加而增加
②  B随着轴向力的减少而增加
③  C小偏压时随着轴向力的增加而增加
④  D大偏压时随着轴向力的增加而增加
【单选题】 钢筋混凝土矩形截面双筋梁正截面承载力计算,若 ,则说明
①  受压钢筋配置过多
②  受压钢筋配置过少
③  梁发生破坏时受压钢筋早已屈服
④  截面尺寸过大
【单选题】 无腹筋简支梁主要通过下列哪种方式传力:
①  纵筋销栓力
②  混凝土骨料啮合力
③  混凝土与受拉钢筋形成拱
④  不能确定
【单选题】 钢筋的屈服强度是指:
①  比例极限
②  弹性极限
③  屈服上限
④  屈服下限
【单选题】 规范确定 所用试块的边长是:
①  150 mm
②  200 mm
③  100mm
④  250 mm