成考院校在线答案
- 2022-09-12 [单选] <p class="MsoNormal" style="margin-left:18.0pt;text-indent:-18.0pt;line-height: 18.0pt;tab-stops:list 18.0pt">28、<span style="font-family:黑体">减少钢筋混凝土受弯构件的裂缝宽度，首先应考虑的措施是（ <span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）。<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">35、<span style="font-family:黑体">混凝土偏心受压构件，其大小偏心受压的根本区别是</span><span style="font-size:12.0pt;mso-bidi-font-size:11.0pt;font-family:黑体">（<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" style="line-height:150%;layout-grid-mode:char;mso-layout-grid-align: none">36、<span style="mso-bidi-font-size:10.5pt;line-height:150%;font-family: 黑体">建筑结构的设计极限状态是（ ）<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">34、<span style="font-size:12.0pt;font-family:黑体">减小构件挠度的最有效的措施是（<span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）。<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">38、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">配置螺旋箍筋能使混凝土抗压强度提高的原因是：（<span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）。<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [单选] <p class="MsoNormal" style="line-height:18.0pt;mso-line-height-rule:exactly">35、<span style="font-size:12.0pt;font-family:黑体">建筑结构按承载能力极限状态设计时，设计公式中采用的材料强度是<span lang="EN-US">(<span style="mso-spacerun:yes"> </span>) <o:p></o:p></span></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">36、<span style="font-family:黑体">下列（ <span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）项属于超出正常使用极限状态。<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [判断] <p class="MsoNormal" style="line-height:150%">2、<span style="font-family:黑体">区分受弯构件斜截面破坏形态为斜拉破坏、剪压破坏和斜压破坏的主要因素为剪跨比和纵筋的配筋量。<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [判断] <p style="text-align:justify;text-justify:inter-ideograph">3、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">普通钢筋混凝土结构裂缝控制等级为三级。<span lang="EN-US"> <o:p></o:p></span></span></p>
- 2022-09-12 [判断] <p style="margin:0cm;text-align:justify;text-justify:inter-ideograph; layout-grid-mode:char">4、<span style="font-family:黑体">偏心受力构件的斜截面抗剪承载力计算与受弯构件类似</span><span style="mso-bidi-font-size:12.0pt;font-family:黑体">。<span lang="EN-US"> <o:p></o:p></span></span></p>