成考院校在线答案
- 2022-09-12 [多选] <p class="MsoNormal">5、 计算工字形梁的抗弯强度，用公式Mx/yxWnx≤f,取yx=1.05梁的翼缘外伸肢宽厚比不小于（）。</p><p class="MsoNormal"> </p>
- 2022-09-12 [多选] <p class="MsoNormal" style="tab-stops:104.0pt 208.0pt 312.0pt">7、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">工字形梁受压翼缘宽厚比限值为：</span><span lang="EN-US"><span style="position:relative;top:12.0pt;mso-text-raise:-12.0pt"> <!--[if gte vml 1]><v:shapetype id="_x0000_t75" coordsize="21600,21600" o:spt="75" o:preferrelative="t" path="m@4@5l@4@11@9@11@9@5xe" filled="f" stroked="f"> <v:stroke joinstyle="miter"></v:stroke> <v:formulas> <v:f eqn="if lineDrawn pixelLineWidth 0"></v:f> <v:f eqn="sum @0 1 0"></v:f> <v:f eqn="sum 0 0 @1"></v:f> <v:f eqn="prod @2 1 2"></v:f> <v:f eqn="prod @3 21600 pixelWidth"></v:f> <v:f eqn="prod @3 21600 pixelHeight"></v:f> <v:f eqn="sum @0 0 1"></v:f> <v:f eqn="prod @6 1 2"></v:f> <v:f eqn="prod @7 21600 pixelWidth"></v:f> <v:f eqn="sum @8 21600 0"></v:f> <v:f eqn="prod @7 21600 pixelHeight"></v:f> <v:f eqn="sum @10 21600 0"></v:f> </v:formulas> <v:path o:extrusionok="f" gradientshapeok="t" o:connecttype="rect"></v:path> <o:lock v:ext="edit" aspectratio="t"></o:lock> </v:shapetype><v:shape id="对象_x0020_1" o:spid="_x0000_i1025" type="#_x0000_t75" style='width:15pt;height:31.2pt' o:ole=""> <v:imagedata src="gcjg002.files/image001.wmz" o:title=""></v:imagedata> </v:shape><![endif]--> <!--[if !vml]--><img width="20" height="42" v:shapes="对象_x0020_1" src="http://wljy.whut.edu.cn:80/uploadfiles/word/gcjg002.files/image002.png"> <!--[endif]--></span> <!--[if gte mso 9]><xml _tmplitem="4" > <o:OLEObject Type="Embed" ProgID="Equation.3" ShapeID="对象_x0020_1" DrawAspect="Content" ObjectID="_1613201578"> </o:OLEObject> </xml><![endif]--></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman"">≤</span><span lang="EN-US">15<span style="position:relative;top:10.0pt;mso-text-raise:-10.0pt"> <!--[if gte vml 1]><v:shape id="对象_x0020_2" o:spid="_x0000_i1026" type="#_x0000_t75" style='width:25.8pt; height:25.2pt' o:ole=""> <v:imagedata src="gcjg002.files/image003.wmz" o:title=""></v:imagedata> </v:shape><![endif]--> <!--[if !vml]--><img width="34" height="34" v:shapes="对象_x0020_2" src="http://wljy.whut.edu.cn:80/uploadfiles/word/gcjg002.files/image004.png"> <!--[endif]--></span> <!--[if gte mso 9]><xml _tmplitem="4" > <o:OLEObject Type="Embed" ProgID="Equation.3" ShapeID="对象_x0020_2" DrawAspect="Content" ObjectID="_1613201579"> </o:OLEObject> </xml><![endif]--></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman"">，式中</span><i style="mso-bidi-font-style:normal"><span lang="EN-US">b</span></i><sub><span lang="EN-US">1</span></sub><span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman"">为（</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">29、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">混凝土各种强度标准值之间的关系是（ ） <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" style="line-height:125%">26、<span style="mso-bidi-font-size: 10.5pt;line-height:125%;font-family:黑体">在现浇梁板式结构中的次梁和主梁相交处，为了传递次梁荷载，可在相交处的主梁内设置（<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" style="line-height:125%">27、<span style="font-size:12.0pt; mso-bidi-font-size:11.0pt;line-height:125%;font-family:黑体">混凝土强度等级<span lang="EN-US">C30</span>表示： <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" style="line-height:125%">28、<span style="mso-bidi-font-size: 10.5pt;line-height:125%;font-family:黑体">受弯构件正截面承载力中，对于双筋截面，下面哪个条件可以满足受压钢筋的屈服（<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">33、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt; font-family:黑体">砌体的抗压强度一般（<span lang="EN-US"><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span><span style="mso-spacerun:yes"> </span></span>）砖的抗压强度</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">钢筋混凝土楼盖中的主梁是主要承重构件，其计算方法是（<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 [单选] <p class="MsoNormal" style="line-height:150%;layout-grid-mode:char;mso-layout-grid-align: none">36、<span style="font-size:12.0pt;mso-bidi-font-size:11.0pt;line-height: 150%;font-family:黑体">下面关于构造柱的说法不正确的是：（<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 [单选] <p class="MsoNormal">38、<span style="mso-bidi-font-size:10.5pt;font-family:黑体">混凝土保护层厚度是指（<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>