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href="javascript:;" onclick="readmode($('thread_subject').innerHTML, 41);" class="show">阅读模式</a> </div> </div> </div><div class="pct"><style type="text/css">.pcb{margin-right:0}</style><div class="pcb"> <div class="typeoption"> <table summary="分类信息" cellpadding="0" cellspacing="0" class="cgtl mbm"> <caption>建造师</caption> <tbody><tr> <th>建造师:</th> <td>记忆方式 » 学霸总结 </td> </tr> </tbody> </table> </div> <div class="t_fsz"><table cellspacing="0" cellpadding="0"> <tr> <td class="t_f" id="postmessage_41"> <font size="3"><strong>1.悬臂梁端部的最大位移</strong></font><br /> [math]这里填写公式[/math]<br /> 式中：<br /> <ul><li>E——弹性模量；<li>I——截面的惯性矩；<li>l4——长度的4次方；<li>q——荷载<br /> </ul>[jzsjiale_fold=考题扩展]<br /> <font style="background-color:darkorange">从公式中可以看出，影响位移因素除荷载外，还有：</font><br /> <ul><li>（1）材料性能：与材料的弹性模量E成反比；<li>（2）构件的截面：与截面的的惯性矩I成反比，矩形截面梁惯性矩Iz＝bh3/12；<li>（3）构件的跨度：与跨度l的n次方成正比，此影响因素最大。<br /> </ul><br /> <hr class="l" /><br /> <div align="left"><strong><font color="#ff0000">模拟演练：</font></strong></div><div align="left">关于简支梁最大变形的说法，正确的有（）</div><div align="left"><ul><li>A.跨度越大，影响越大<li>B.截面的惯性矩越大，影响越小<li>C.截面积越大，影响越小<li>D.材料弹性模量越大，影响越大<li>E.外荷载越大，影响越大<br /> </ul></div><div align="left">答案：ABE</div><div align="left"><font face="微软雅黑, 黑体"><font color="#333333">解析：为什么“C.截面积越大，影响越小”这句话是错的？</font></font>例如：两个矩形截面梁A和B.除了截面不同，其他条件相同。A的截面宽和高分别为：2和2，面积为4，惯性矩=2×（2）3/12=16/12。B的截面宽和高分别为：5和1，面积为5，惯性矩=5×（1）3/12=5/12所以，A的截面积比B的截面积小，可是A的惯性矩比B的惯性矩大，所以根据梁变形公式，A的变形比B的变形小。</div><br /> [/jzsjiale_fold]<br /> <strong><font size="3"><br /> </font></strong><br /> <strong><font size="3">2. 总用水量（Q)计算</font></strong><br /> 1 )当 q1+q2+q3+q4≤q5时，则 Q=q5+(q1+q2+q3+q4)/2；<br /> 2 )当 q1+q2+q3+q4＞q5时，则 Q=(q1+q2+q3+q4)；<br /> 3 )当工地面积小于 5hm2，而且（<br>q1+q2+q3+q44)＜q5时，则 Q=q5。<br /> <br /> <font size="3"><strong>3. 临时用水管径计算</strong></font><br /> [math]这里填写公式[/math]<br /> <div align="left">式中：</div><div align="left"><ul><li>d——配水管直径，m；<li>Q——耗水量，L/s；<li>v——管网中水流速度（1.5~2m/s）。<br /> </ul></div>[jzsjiale_fold=考题扩展]《建筑实务》|施工临时用水计算：<a href="http://www.shugongchang.com/forum.php?mod=viewthread&tid=1534&page=1&extra=#pid42" target="_blank">http://www.shugongchang.com/foru ... page=1&extra=#pid42</a>[/jzsjiale_fold]<br /> <br /> <font size="3"><strong>4. 工程设计变更</strong></font><br /> 当 Q ＞ 1.15Q0时，S= 1.15Q0 x P0 + (Q1 - 1.15Q0) x P1 <br /> 当 Q ＜ 0.85Q0时，S= Q1 x P1<br /> <br /> <font size="3"><strong>5. 工程量综合单价</strong></font><br /> 当工程量增加 15%以上时，其增加部分的工程量的综合单价应予调低；<br /> 当工程量减少 15%以上时，减少后剩余部分的工程量的综合单价应予调高。<br /> 当 Q1 ＞ 1.15Q0时，S= 1.15Q0 x P0 + ( Q1 - 1.15Q0 ) x P1<br /> 当 Q1 ＜ 0.85Q0时，S= Q1 x P1<br /> <br /> <font size="3"><strong>6. 承包人报价浮动率</strong></font><br /> 招标工程：承包人报价浮动率 Z= (1 —中标价/招标控制价）x 100%<br /> 非招标工程：承包人报价浮动率 Z =( 1 —报价值/施工图预算）x 100%<br /> <br /> <font size="3"><strong>7. 预付备料款（%）</strong></font><br /> [math]这里填写公式[/math]<br /> <br /> <font size="3"><strong>8. 调值公式法</strong></font><br /> P=P0(a0+a1A/A0 +a2B/B0+a3C/C0 +a4D/D0)<br /> <br /> <font size="3"><strong>9. 价值工程公式</strong></font><br /> V = F/C<br /> <br /> <font size="3"><strong>10. 挣值法的计算公式</strong></font><br /> 成本偏差 CV = BCWP – ACWP<br /> 进度偏差 SV= BCWP – BCWS<br /> 成本绩效指数 CPI= BCWP/ACWP<br /> 进度绩效指数 SPI= BCWP/BCWS<br /> <br /> <font size="3"><strong>11. 釆购费和储存费之和</strong></font><br /> F = Q/2×P×A + S/Q×C<br /> <strong><font size="3"><br /> </font></strong><br /> <strong><font size="3">12. 最优采购批量</font></strong><br /> $$Q_0=\sqrt{\frac{2SC}{PA}}$$<br /> <br /> <font size="3"><strong>13. 年折算费用</strong></font><br /> 年折算费用=(原值一残值）x 资金回收系数+残值 x 利率+年度机械使用费<br /> <br /> <font size="3"><strong>14.楼梯踏步宽度 b 与高度 h 的关系</strong></font><br /> 2h+b=600～620mm<br /> <br /> <font size="3"><strong>15.高程测量</strong></font><br /> b = HA + a - HB <br /> <br /> <br /> <font size="3"><strong>16.各种钢筋下料长度计算</strong></font><br /> <ul><li>直钢筋下料长度=构件长度-保护层厚度+弯钩增加长度<li>弯起钢筋下料长度=直段长度+斜段长度-弯曲调整值+弯钩增加长度<li>箍筋下料长度=箍筋周长+箍筋调整值<br /> </ul><br /> <br /> <font size="3"><strong>17.起扣点</strong></font><br /> 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