成考院校在线答案
- 2022-09-12 [单选] <p class="MsoNormal" style="line-height:125%">37、<span style="mso-bidi-font-size: 10.5pt;line-height:125%;font-family:黑体">无腹筋粱斜截面的破坏形态主要有斜压破坏、剪压破坏和斜拉破坏三种。这三种破坏的性质是（<span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）。 <span lang="EN-US"> <o:p></o:p></span></span></p> <p class="MsoNormal"><span lang="EN-US" style="font-family:黑体"> <o:p> </o:p></span></p>
- 2022-09-12 [多选] <p class="MsoNormal">3、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">在构件发生断裂破坏前，有明显先兆的情况是（</span><span lang="EN-US"><span style="mso-spacerun:yes"> </span></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">）的典型特征</span><span lang="EN-US" style="font-size:12.0pt"> <o:p></o:p></span></p>
- 2022-09-12 [多选] <p class="MsoNormal">2、<span style="font-family:宋体">《规范》规定</span><i><span lang="EN-US">x</span></i><span style="font-family:宋体">≤</span><i><span lang="EN-US">x</span></i><sub><span lang="EN-US">b</span></sub><span style="font-family:宋体">是为了防止梁发生（</span><span lang="EN-US"> </span><span style="font-family:宋体">）。</span></p> <p class="MsoNormal"><span lang="EN-US" style="font-size:12.0pt"> </span></p>
- 2022-09-12 [多选] <p class="MsoNormal">6、<span style="font-family:宋体">焊接梁的腹板局部稳定采用配置加劲肋的方法来解决，当</span><span lang="EN-US"><span style="position:relative;top:15.0pt"><img width="21" height="45" id="对象 8" src="http://wljy.whut.edu.cn//uploadfiles/word/gcjg002.files/image004.png"></span></span><span style="font-family:宋体">＞</span><span lang="EN-US">170<span style="position: relative;top:10.0pt"><img width="35" height="33" id="对象 9" src="http://wljy.whut.edu.cn//uploadfiles/word/gcjg002.files/image002.png"></span></span><span style="font-family:宋体">时，（</span><span lang="EN-US"> </span><span style="font-family:宋体">）。</span></p> <p class="MsoNormal"><span lang="EN-US" style="font-size:12.0pt"> </span></p>
- 2022-09-12 [多选] <p class="MsoNormal">12、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">提高构件抗弯刚度最有效的方法是（</span><span lang="EN-US"><span style="mso-spacerun:yes"> </span></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">）。</span></p> <p class="MsoNormal"><span lang="EN-US" style="font-size:12.0pt"> <o:p> </o:p></span></p>
- 2022-09-12 [多选] <p class="MsoNormal">5、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">确定梁的经济高度的原则是（</span><span lang="EN-US"><span style="mso-spacerun:yes"> </span></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">）。</span></p> <p class="MsoNormal"><span lang="EN-US" style="font-size:12.0pt"> <o:p> </o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">39、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt; font-family:黑体">钢筋和混凝土之间的粘结强度， <span style="mso-spacerun:yes"> </span></span><span lang="EN-US" style="font-family:黑体"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">32、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">验算壁柱间墙高厚比时，<span lang="EN-US">H<sub>0</sub></span>应取多少？（<span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）</span><span lang="EN-US" style="font-family:黑体"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">26、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">建筑结构的设计极限状态是（ ）</span><span lang="EN-US" style="font-family:黑体"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">27、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">计算等截面受弯构件挠度时，应采用</span><u><span lang="EN-US" style="font-family:黑体">_ </span></u><span lang="EN-US" style="font-family:黑体">____</span><span lang="EN-US" style="mso-bidi-font-size: 10.5pt;font-family:黑体"> <o:p></o:p></span></p> <p class="MsoNormal"><span lang="EN-US" style="font-family:黑体"> <o:p> </o:p></span></p>