成考院校在线答案
- 2022-09-12 [单选] <p class="MsoNormal">24、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">小偏心受压构件在破坏时，离纵向力较远一侧的纵向受力钢筋（<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">30、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt; font-family:黑体;mso-font-kerning:0pt">以下（<span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>）情况，可不进行局部受压承载力验算。<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 [单选] <p class="MsoNormal">21、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">柱的长细比<i style="mso-bidi-font-style:normal"><span lang="EN-US">l<sub>0 </sub>/b</span></i>中，<i style="mso-bidi-font-style:normal"><span lang="EN-US">l<sub>0</sub></span></i>为（<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">27、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">确定混凝土强度等级的依据是混凝土立方体抗压强度，其标准试件的尺寸是（ ） </span><span lang="EN-US" style="font-family:黑体"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal" style="line-height:150%;layout-grid-mode:char;mso-layout-grid-align: none">30、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt;line-height: 150%;font-family:黑体">一般来说，无檩屋盖比有檩屋盖的厂房空间整体作用<span lang="EN-US"><span style="mso-spacerun:yes"> </span></span>（<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 [单选] <p class="MsoNormal">31、<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>）空间刚度大，整体性好，对抵抗风、地震等水平作用和调整地基不均匀沉降等方面都较为有利。</span><span lang="EN-US" style="font-family:黑体"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal">36、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt; font-family:黑体">下列哪种状态应按耐久性极限状态设计？</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">38、<span style="font-family:黑体">计算单跨钢筋混凝土简支梁的变形时<span lang="EN-US">,</span>构件刚度取<span lang="EN-US">(<span style="mso-spacerun:yes"> </span>) <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 [单选] <p class="MsoNormal">23、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">附加偏心距<span lang="EN-US"><span style="position:relative;top:6.0pt;mso-text-raise:-6.0pt"> <!--[if gte vml 1]><v:shape id="_x0000_i1074" type="#_x0000_t75" style='width:12pt;height:18.75pt' o:ole=""> <v:imagedata src="GCJG1.files/image076.wmz" o:title=""></v:imagedata> </v:shape><![endif]--> <!--[if !vml]--><img width="16" height="25" v:shapes="_x0000_i1074" src="http://wljy.whut.edu.cn:80/uploadfiles/word/GCJG1.files/image077.gif"> <!--[endif]--></span> <!--[if gte mso 9]><xml _tmplitem="6" > <o:OLEObject Type="Embed" ProgID="Equation.DSMT4" ShapeID="_x0000_i1074" DrawAspect="Content" ObjectID="_1678627716"> </o:OLEObject> </xml><![endif]--></span>的取值为（<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 [单选] <p class="MsoNormal">23、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt; font-family:黑体">抗震设计时，对砌体房屋横墙最大间距限制的原因主要是由于（<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>