钢结构工业厂房设计图纸+说明+计算书+内力图论文Word格式.docx

钢结构工业厂房设计图纸+说明+计算书+内力图论文Word格式.docx

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1．6．2下弦杆焊缝---------------------------------1．6．3上弦节点焊缝------------------------------1．6．4竖杆焊缝------------------------------------1．6．5下弦拼接接点------------------------------1．6．6上弦拼接接点------------------------------1．6．7支座节点------------------------------------1．7材料表---

1．8填板选择

1．8．1上弦填板------------------------------------1．8．2下弦填板------------------------------------1．8．3斜腹杆填板---------------------------------1．8．4竖杆填板------------------------------------2檩条设计----

2．1设计资料

2．2荷载计算

2．3内力计算

2．4截面选择-

2．5拉条计算-

3吊车梁设计--

3．1设计资料-

3．2荷载计算-

3．2．1荷载值

3．2．2内力值

3．3截面选择--

3．3．1梁的高度确定--------------------------------3．3．2腹板尺寸确定------------------------------3．3．3翼缘尺寸确定------------------------------3．3．4截面几何特征计算------------------------3．4截面验算

3．4．1强度计算-----------------------------------3．4．2稳定性计算--------------------------------3．4．3刚度计算----------------------------------3．4．4加劲肋计算--------------------------------4墙架设计----

4．1横向墙架设计---------------------------------4．1．1设计资料----------------------------------4．1．2荷载及墙板设计-------------------------4．1．3墙梁设计----------------------------------4．1．4墙架柱设计-------------------------------4．2纵向墙架设计--------------------------------4．3拉条设计--------------------------------------

5柱间支撑设计-----------------------------------

5．1设计资料--------------------------------------

5．2荷载及内力计算-----------------------------

5．2．1计算简图---------------------------------

5．2．2荷载计算----------------------------------

5．2．3内力计算-------------------------------

5．3杆件截面选择-------------------------------

5．3．1柱顶系杆-------------------------------

5．3．2上段柱支撑斜杆-------------------------------5．3．3下段柱支撑斜杆-------------------------------5．4中列柱支撑设计-------------------------------5．4．1质点集中重力荷载代表值-------------------------------

5．4．2内力计算-------------------------------

5．4．3截面选择-------------------------------

5．5抗风柱柱间支撑设计-------------------------------6厂房柱设计-------------------------------

6．1设计资料-------------------------------

6．2截面特征-------------------------------

6．2．1边上柱截面特征-------------------------------6．2．2边下柱截面特征-------------------------------6．2．3中上柱截面特征-------------------------------6．2．4中下柱截面特征-------------------------------6．3屋架惯性矩及刚度-------------------------------6．4荷载计算-------------------------------

6．5内力组合-------------------------------

6．6材料的性质-------------------------------

6．7截面内力-------------------------------

6．8柱子计算长度的确定-------------------------------

6．8．1框架平面内的计算长度-------------------------------6．8．2框架平面外的计算长度-------------------------------6．9上柱截面验算-------------------------------

6．9．1强度验算-------------------------------

6．9．2弯矩作用平面内稳定计算-------------------------------6．9．3弯矩作用平面外稳定计算-------------------------------6．9．4局部稳定验算-------------------------------

6．10下柱截面验算-------------------------------

6．10．1强度验算-------------------------------

6．10．2弯矩作用平面内稳定计算-------------------------------6．10．3弯矩作用平面外稳定计算-------------------------------6．10．4局部稳定验算-------------------------------

6．11柱肩梁计算-------------------------------

6．12肩梁腹板厚度确定-------------------------------

6．13整体式柱脚计算-------------------------------

6．13．1柱脚底版计算-------------------------------

6．14靴梁计算-------------------------------

6．14．1基础反力-------------------------------

6．14．2靴梁与底版连接焊缝计算-------------------------------

6．14．3底版加劲肋计算-------------------------------

6．15锚栓计算---904

钢结构工业厂房设计（图纸+说明+计算书+内力图）各种荷载组合下内力值

第一种情况：

永久荷载+0.85（风荷载+吊车荷载+活荷载）

内力计算杆端内力值（乘子=1）

---------------------------------------------------------------------

-----------------------

杆端

1杆端2

--------------------------------------------------------

--------------------------

单元码轴力剪力弯矩轴

力剪力弯矩

1-629.94812037.5433983-303.630728-590.9025207

.44574831-88.3576620

2-177.7020007.4397065646.1716485-169.110000-2

2.99629340.00000000

30.00000000412.968750-137.5878900.00000000412.968750-0.02734375

4-27.7055664169.1100000.00000000-27.7055664-169.1100000.00000000

5-6.14819336169.1100000.00000000-6.14819336-169.1100000.00000000

6-169.1100007.861594460.00000000-177.70200028.685114478.8762614

7-590.84002528.6877606-55.6005429-629.88562539.6205286271.254620

80.00000000-413.140625137.5683590.00000000-413.1406250.00390625

9-1222.8858052.2274922-659.235144-1173.6960052.2274922-159.418043

10-347.43600052.2274922-159.418043-338.22000021.55749220.00000000

--------------------------------------------------------------------------------------------

反力计算约束反力值（乘子=1）

结点约束反

力合力

支

座------------------------------------------------------------

----------------------

结点水平竖直力矩大小角度力矩

1-37.5433983629.948120303.630728631.0658769

3.4106568303.630728

2-52.22749221222.88580659.2351441224.000569

2.4455247659.235144

3-39.6205286629.885625271.254620631.1304849

3.5992284271.254620

第二种情况：

永久荷栽+0.85（活荷载+风荷载）内力计算杆端内力值（乘子=

1）

----------------------------------------------------------------------------------

1-233.63303735.2610070-184.512336-194.5874375.163357038.91824603

2-177.7020005.1605658411.4596839-169.110000-9.935434160.00000000

30.0000000016.9140625-5.625976560.0000000016.9140625-0.00585938

4-14.6444091169.1100000.00000000-14.6444091-169.1100000.00000000

51.55053711169.1100000.000000001.55053711-169.1100000.00000000

6-169.1100000.163005480.00000000-177.7020005.6465254813.9428742

7-194.5644735.6477937511.4219102-233.61007316.5805617117.784591

80.00000000-16.85937505.611328130.00000000-16.8593750-0.00195313

9-430.34580016.1951152-232.723805-381.1560001

6.1951152-77.7365529

10-347.43600016.1951152-77.7365529-338.2200001

6.19511520.00000000

反力计算约束反力值（乘子=1）---------------------------------------------------------------------

结点约束反力合力

结点水平竖直力矩大

小角度力矩---------------------------------------------------------------------

1-35.2610070233.633037184.512336236.2789349

8.5825767184.512336

2-16.1951152430.345800232.723805430.6504259

2.1551832232.723805

3-16.5805617233.610073117.784591234.1977409

4.0597813117.784591

三种情况：

永久荷栽+0.85（吊车荷载+风荷载）

内力计算杆端内力值（乘子=1）---------------------------------------------------------------------

杆端1杆端2

力剪力弯矩---------------------------------------------------------------------

1-565.68436337.5435262-303.630568-526.6387637

.44587624-88.3562775

2-113.4420007.4398345046.1710343-104.850000-2

2.99616550.00000000

30.00000000413.187500-137.5781250.000000004

13.187500-0.03125000

4-27.7053222104.8500000.00000000-27.7053222-1

04.8500000.00000000

5-6.14794922104.8500000.00000000-6.14794922-1

6-104.8500007.861552670.00000000-113.4420002

8.685072678.8760608

7-526.57901228.6877188-55.6005841-565.6246123

9.6204868271.254179

80.00000000-413.140625137.5722650.00000000-4

13.140625-0.00390625

9-1094.3658052.2274061-659.233906-1045.176005

2.2274061-159.417629

10-218.91600052.2274061-159.417629-209.7000002

1.55740610.00000000

-----------------------反力计算

约束反力值（乘子=1）---------------------------------------------------------------------

小角度力矩

1-37.5435262565.684363303.630568566.9288449

3.7970566303.630568

2-52.22740611094.36580659.2339061095.611339

2.7323050659.233906

3-39.6204868565.624612271.254179567.0105689

4.0068708271.254179

钢结构工业厂房设计（图纸+说明+计算书+内力图）第四种情况：

永久荷栽+活荷载+吊车荷载内力计算杆端内力值（乘子=1）

1-711.2139472.48877645-139.839861-672.1683472.48877645-116.022270

2-189.0420002.4849427541.7890747-180.450000-15.56505720