22春武汉理工结构力学(新)-作业二答案
结构力学(新)-作业二1.[判断题] 计算平面结构体系的自由度时,一个支座链杆可减少一个自由度。( )
A.正确
B.错误
答:——A——
2.[判断题] 三个刚片用不在同一直线上的三个单铰两两相连,所组成的平面体系几何不变。( )
A.正确
B.错误
答:——A——
3.[判断题] 结构上某截面剪力的影响线,在该截面处必定有突变。( )
A.正确
B.错误
答:——B——
4.[判断题] 用力法解超静定结构时,可以采取不同方式去掉多余约束,而得到不同形式的静定结构,但去掉多余约束的总个数应相同。( )
A.正确
B.错误
答:————
5.[判断题] 静定结构是几何不变体系,超静定结构是几何可变体系。( )
A.正确
B.错误
答:————
6.[判断题] 对于多余约束多而结点少的结构,使用位移法比力法方便。( )
A.正确
B.错误
答:————
7.[判断题] 一个杆系,在荷载作用下,若略去杆件本身的弹性变形而能保持其几何形状和位置不变的体系称为几何不变体系。( )
A.正确
B.错误
答:————
8.[判断题] 用力法解超静定结构时,基本结构超静定次数一定比原结构低。( )
A.正确
B.错误
答:————
9.[判断题] 多自由度振动体系的主振型形式与初始条件有关。( )
A.正确
B.错误
答:————
10.[判断题] 结构上有变形必有位移,有位移不一定有变形。( )
A.正确
B.错误
答:————
11.[判断题] 影响线仅用于解决活载作用下结构的计算问题,不能用于恒载作用下的计算。( )
A.正确
B.错误
答:————
12.[判断题] 将结点不平衡力矩按劲度系数大小的比例分配给各近端,近端得到的是分配弯矩。( )
A.正确
B.错误
答:————
13.[判断题] 在静定结构中,除荷载外,其它任何原因如温度改变、支座位移、材料收缩、制造误差等均不引起内力。( )
A.正确
B.错误
答:————
14.[判断题] 超静定结构有多余的约束,单由静力平衡条件不能求出所有内力和反力。( )
A.正确
B.错误
答:————
15.[判断题] 计算平面结构体系的自由度时,一个固定铰支可减少一个自由度。( )
A.正确
B.错误
答:————
16.[判断题] 在平面结构上增加或减少二元体,不改变原结构的几何组成性质。( )
A.正确
B.错误
答:————
17.[判断题] 两个刚片用三根平行但不等长的链杆相联,组成几何瞬变体系。( )
A.正确
B.错误
答:————
18.[判断题] 对于平面结构,梁上某一截面处的内力有轴力、剪力和弯矩。( )
A.正确
B.错误
答:————
19.[判断题] 支座移动和制造误差等因素在静定结构中不引起内力。( )
A.正确
B.错误
答:————
20.[判断题] 一个杆系,在荷载作用下,即使略去杆件本身的弹性变形,它也不能保持其几何形状和位置,而发生机械运动的体系称为几何可变体系。( )
A.正确
B.错误
答:————
21.[单选题] <p class="15"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:0.0000pt;">已知某单元的杆端位移向量为</span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;position:relative;top:5.0000pt;mso-text-raise:-5.0000pt;"><img width="152" height="38" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx04.files/jglx044576.png"></span>,则单元类型为<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:0.0000pt;">( )。</span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p>
A.梁单元
B.桁架单元
C.一般单元
D.其他单元
答:————
22.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">确定图示结构的振动自由度(忽略杆的轴向变形)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="157" height="169" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX144536.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.2
B.3
C.4
D.6
答:————
23.[单选题] 绘制影响线时,每次只能研究()
A.结构上的某一量值随单位移动荷载的移动而发生变化的规律
B.某一截面的位移
C.某一截面的内力
D.某一支座的支座反力
答:————
24.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">图示结构为()</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="320" height="178" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX19760.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.几何不变体系,无多余约束
B.几何不变体系,有多余约束
C.几何瞬变体系
D.几何常变体系
答:————
25.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">图示超静定结构采用力法计算时,取基本结构的方式哪一种是错误的?</span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><img width="184" height="140" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX128499.png"></span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><img width="184" height="141" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX128502.png"></span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
B.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><img width="187" height="163" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX128505.png"></span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
C.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><img width="198" height="163" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX128508.png"></span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
D.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><img width="178" height="153" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX128511.png"></span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
答:————
26.[单选题] 对称三铰拱在均布竖向荷载作用下拱的合理拱轴线是()
A.圆弧
B.抛物线
C.分段折线
D.悬链线
答:————
27.[单选题] 若平衡力系作用于静定结构的某一几何不变的部分上则其支座反力( )。
A.恒为零
B.不一定为零
C.恒大于零
D.恒小于零
答:————
28.[单选题] <p class="MsoNormal"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">图3中的四个结构,柱子的刚度、高度相同,横梁刚度为无穷大,质量相同,集中在横梁上。它们的自振频率自左至右分别为</span><i><span style="font-family:Microsoft Yahei;font-style:italic;font-size:12.0000pt;mso-font-kerning:1.0000pt;">ω</span></i><sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;vertical-align:sub;">1</span></sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">,</span><i><span style="font-family:Microsoft Yahei;font-style:italic;font-size:12.0000pt;mso-font-kerning:1.0000pt;">ω</span></i><sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;vertical-align:sub;">2</span></sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">,</span><i><span style="font-family:Microsoft Yahei;font-style:italic;font-size:12.0000pt;mso-font-kerning:1.0000pt;">ω</span></i><sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;vertical-align:sub;">3</span></sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">,</span><i><span style="font-family:Microsoft Yahei;font-style:italic;font-size:12.0000pt;mso-font-kerning:1.0000pt;">ω</span></i><sub><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;vertical-align:sub;">4</span></sub><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">,则</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:1.0000pt;">( )。</span><span style="font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:1.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" align="center" style="text-align:center;"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;"><img width="594" height="100" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx04.files/jglx045109.png"></span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;"><o:p> </o:p></span></p><p class="MsoNormal" align="center" style="text-align:center;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">图3</span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;"><o:p></o:p></span></p>
A.<p class="MsoNormal" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;position:relative;top:5.0000pt;mso-text-raise:-5.0000pt;"><img width="145" height="32" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx04.files/jglx045154.png"></span> <o:p></o:p></p>
B.<p class="15"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;position:relative;top:5.0000pt;mso-text-raise:-5.0000pt;"><img width="145" height="32" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx04.files/jglx045197.png"></span> <o:p></o:p></p>
C.<p class="MsoNormal" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;position:relative;top:5.0000pt;mso-text-raise:-5.0000pt;"><img width="147" height="32" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx04.files/jglx045240.png"></span> <o:p></o:p></p>
D.<p class="15"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;position:relative;top:5.0000pt;mso-text-raise:-5.0000pt;"><img width="145" height="32" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx04.files/jglx045283.png"></span> <o:p></o:p></p>
答:————
29.[单选题] “内力不仅与荷载有关,也与杆件刚度有关”的结论适用于各种( )。
A.刚架结构
B.静定结构
C.桁架结构
D.超静定结构
答:————
30.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">如图所示结构,若要求截面A处的转角,在虚拟力状态中应如何虚设力?</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="151" height="137" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX123031.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.在A点处加一竖直向下的单位集中力
B.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">在A点处加一竖直向下的集中力</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="20" height="22" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX123090.png"></span> <o:p></o:p></p>
C.在A截面处加一集中力偶
D.在A截面处加一对大小相等方向相反的集中力偶
答:————
31.[单选题] <p class="MsoNormal"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;">不计轴向变形,图2结构的振动自由度为</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:1.0000pt;">( )。</span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" align="center" style="text-align:center;"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;"><img width="174" height="129" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx03.files/jglx034728.png"></span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:1.0000pt;"><o:p> </o:p></span></p><p class="15" align="center" style="text-align:center;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:0.0000pt;">图2</span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p>
A.1
B.2
C.3
D.4
答:————
32.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">图示桁架中,a杆的内力为</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">____</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">。</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="319" height="182" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX119268.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="20" height="22" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX119295.png"></span> <o:p></o:p></p>
B.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="34" height="22" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX119323.png"></span> <o:p></o:p></p>
C.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="44" height="29" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX119351.png"></span> <o:p></o:p></p>
D.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="59" height="29" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX119379.png"></span> <o:p></o:p></p>
答:————
33.[单选题] 列位移法的典型方程时,用到了( )。
A.平衡条件
B.位移条件
C.物理方程
D.虚功原理
答:————
34.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">图示桁架中零力杆数为</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">____</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">。</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="221" height="209" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX118308.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.5
B.7
C.8
D.9
答:————
35.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">确定图示结构的振动自由度(忽略杆的轴向变形)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="174" height="158" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX143564.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.2
B.3
C.4
D.6
答:————
36.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">图示结构属于()</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="388" height="135" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX1452.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.梁
B.拱
C.刚架
D.组合结构
答:————
37.[单选题] <p class="24"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;">图示结构为()</span><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><o:p></o:p></span></p><p class="24"><span style="font-family:'Times New Roman';font-size:10.5000pt;mso-font-kerning:1.0000pt;"><img width="228" height="212" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX16730.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"><o:p> </o:p></span></p>
A.几何不变体系,无多余约束
B.几何不变体系,有多余约束
C.几何瞬变体系
D.几何常变体系
答:————
38.[单选题] 坐标转换矩阵是( )。
A.正交矩阵
B.对称矩阵
C.对角矩阵
D.反对称矩阵
答:————
39.[单选题] <p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;">图示结构A点的固端弯矩是()。</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p><p class="MsoNormal" style="mso-pagination:widow-orphan;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="181" height="177" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX133918.png"></span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p>
A.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="30" height="52" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX133945.png"></span> <o:p></o:p></p>
B.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="45" height="52" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX133973.png"></span> <o:p></o:p></p>
C.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="30" height="52" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX134001.png"></span> <o:p></o:p></p>
D.<p class="MsoNormal" style="mso-pagination:widow-orphan;" style="display:inline;"><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:0.0000pt;"><img width="45" height="52" src="http://wljy.whut.edu.cn:80/uploadfiles/word/JGLX1.files/JGLX134029.png"></span> <o:p></o:p></p>
答:————
40.[单选题] <p class="MsoNormal"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:1.0000pt;">图4结构超静定次数为( )。</span><span style="font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:1.0000pt;"><o:p></o:p></span></p><p class="15" align="center" style="text-align:center;"><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;"><img width="204" height="132" src="http://wljy.whut.edu.cn:80/uploadfiles/word/jglx02.files/jglx022840.png"></span><span style="font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:0.0000pt;"><o:p> </o:p></span></p><p class="15" align="center" style="text-align:center;"><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:12.0000pt;mso-font-kerning:0.0000pt;">图4</span><span style="font-family:Microsoft Yahei;font-size:12.0000pt;mso-font-kerning:0.0000pt;"><o:p></o:p></span></p>
A.2次
B.3次
C.4次
D.5次
答:————
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