成考院校在线答案
- 2022-09-12 [单选] <p class="MsoNormal">35、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">单层单跨厂房中，吊车竖向荷载最大值</span><span lang="EN-US">D<sub>max</sub></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman"">（</span> <span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">）</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">28、 <span style="font-family:Microsoft Yahei;">对于多跨连续的板，按塑性理论计算时，当边支座为砖墙时，边跨的计算跨度取（</span> <span> </span><span><span> </span></span><span style="font-family:Microsoft Yahei;">）</span> </p>
- 2022-09-12 [单选] <p class="MsoNormal">37、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">单层厂房下柱柱间支撑设置在伸缩缝区段的</span><u><span lang="EN-US"><span style="mso-spacerun:yes"> </span></span></u><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">。（</span> <span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span><span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman"">）</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">32、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">关于柱的反弯点，下列说法正确的是</span><span lang="EN-US">(<span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span>)</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">12、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">当采用单吊点吊装单层厂房变阶柱时，吊点的位置应取（</span><span lang="EN-US"><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span></span><span style="font-family: 宋体;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"">）</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">38、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">倒梁法将基础梁视为多跨连续梁，</span><span lang="EN-US">(<span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span>)</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">15、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">用</span><span lang="EN-US">D</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">值法分析框架结构时，柱的反弯点高度</span><span lang="EN-US">(<span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span>)</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">31、 <span style="font-family:Microsoft Yahei;">用弯矩幅法计算，调整后每个跨度两端支座弯矩</span><span>M<sub>A</sub></span><span style="font-family:Microsoft Yahei;">、</span><span>M<sub>B</sub></span><span style="font-family:Microsoft Yahei;">与调整后跨中弯矩</span><span>M<sub>C</sub></span><span style="font-family:Microsoft Yahei;">，应满足（</span> <span> </span><span><span> </span></span><span style="font-family:Microsoft Yahei;">）</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">29、 <span style="font-family:Microsoft Yahei;">在单向板肋梁楼盖设计中，对于次梁的计算和构造，下面叙述中哪一个不正确（</span> <span><span> </span><span> </span></span><span style="font-family:Microsoft Yahei;">）</span></p>
- 2022-09-12 [单选] <p class="MsoNormal">24、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">单向板肋梁楼盖中横向抗侧刚度最大的梁布置形式是</span><span lang="EN-US">(<span style="mso-spacerun:yes"> </span>)</span></p>