网架计算书1.docx

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网架计算书1.docx

网架计算书1

空间网架结构分析设计程序SFCAD2002

======================================================

CopyrightbyFrankChu北京云光,1986-1992-2002.

存档时间:

TueDec1708:

37:

292013

工程名称:

项目编号:

计算:

设计:

校对:

审核:

网架结构参数

节点数=363

杆件数=1362

支座数=14

荷载工况数=4

荷载组合数=3

温度变化值=30.0(度)

设计参数和依据

设计规范:

网架规程JGJ7-91:

1991

节点类型:

螺栓球

钢材屈服强度(N/mm2):

235

钢材设计强度(N/mm2):

150

拉杆控制最大长细比:

150

压杆控制最大长细比:

150

网架分析结果

杆件按中心长度计重量=30.86(吨)

杆件按中心长度计重量=32.56(kg/m2)

输入的结构投影面积=948(m2)

节点=7最大X向位移=-13.3(mm)

节点=231最大Y向位移=12.3(mm)

节点=196最大Z向位移=-79.6(mm)

杆件=1357[224,225]最大拉力=543.3(kN)

杆件=53[210,211]最大压力=-596.2(kN)

支座反力最大设计值(包络值)

支座<-------X方向(kN)-------><-------Y方向(kN)-------><-------Z方向(kN)------->

号负值组合正值组合负值组合正值组合负值组合正值组合

401+263--01+63--2113+01-

501+263--63-01+-2113+01-

3101+203--23+141--2823+01-

3201+203--141-23+-2823+01-

110-21+83--41+203--363-01+

126-21+83--203-41+-363-01+

203-43-01+01+283--4163+01-

217-43-01+-283-01+-4163+01-

284-101-13+01+233--2943+01-

296-101-13+-233-01+-2943+01-

353-143-71+-71+93--343-01+

356-263-01+-21+33--2243+01-

360-263-01+-33-21+-2243+01-

363-143-71+-93-71+-343-01+

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

SUM-112123-119119-29950

所有节点静载1荷载总和:

-1163-1.23kN/m2

+网架自重=1.50x杆件中心长度重量-0.49kN/m2

所有节点活载2荷载总和:

-663-0.70kN/m2

所有节点工况3荷载总和:

00.00kN/m2

所有节点工况4荷载总和:

-88-0.09kN/m2

SFCAD内部定义的荷载组合=3

荷载组合1:

1.2*静载+1.4*活载

荷载组合2:

1.2*静载+1.4*活载+1.4*工况3

荷载组合3:

1.2*静载+1.4*活载+1.4*工况4

截面材料统计

序号截面规格截面积回转半径数量长度重量

-----------------------(cm2)----(cm)-------------------(米)--------(吨)-

1D60x3.57.0371.9857301691.3699.343

2D75.5x43.759.4082.525162389.5062.877

3D88.5x411.8752.97491214.0111.995

4D114x415.4803.875141338.6934.116

5D140x419.1564.79389216.2623.252

6D159x631.1415.397123294.9827.211

7D159x840.1895.3291842.4071.338

8D159x1048.9855.263818.8470.725

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

小计=30.856

杆件结果列表

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

***超应力杆件=0根最大应力比=0.92-0.92***

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

杆件两端中心长度截面规格长细比最大拉力组合应力最大压力组合应力

__号_____节点_____mm___________________值______kN_________N/mm2______kN________N/mm2_

132034225861D60x4130231-32

22452711-271+-98

31581881-211--76

412515825082D75.5x4.299-491+-94

5951252413296-563--102

6326629976D159x6.556-2603+-101

7324122321D60x4112-161+-49

8556624411123693+98

9559429113D88.5x4.598-783+-116

10951262587387-731+-95

1180942247376-771+-90

12809524891D60x412581-12

13558024181122803+113

14536621863D88.5x4.573-851+-98

15535522274D114x4.557-1323+-104

16325327036D159x6.5502703+87

17559535585D140x4.574-1603+-115

1852018762D75.5x4.2-813+-119

19325535594D114x4.592-981+-104

20223225552D75.5x4.2101-341+-66

21132226132103-351+-70

2251322931D60x4116-311+-96

233525832D75.5x4.2102-381+-75

241323603D88.5x4.579-873+-106

2533936026075D140x4.554-1713+-107

2635936016441D60x483283-39

2735835923562D75.5x4.293-513+-91

2812312418841D60x495-143+-33

2912212323562D75.5x4.293-473+-83

301211223D88.5x4.579-921+-112

311201214D114x4.561-1411+-113

321191205D140x4.549-1801+-109

331181195-2001+-121

3415615718841D60x495-301+-72

3515515623563D88.5x4.579-871+-106

361541554D114x4.561-1541+-124

371531545D140x4.549-2221+-135

381521536D159x6.544-2741+-100

391511526-2971+-108

4018718825121D60x4127-31+-12

4118618718843D88.5x4.563-1121+-120

4218518623565D140x4.549-2001+-122

431841856D159x6.544-2741+-99

441831846-3261+-119

451821836-3531+-128

461811826-3611+-131

4721621718845D140x4.539-1993+-115

482152166D159x6.535-3733+-130

4921421523567D159x8.544-4643+-131

502132148D159x10.545-5253+-122

512122138-5633+-131

522112128-5883+-137

532102118-5963+-138

542432446D159x6.544-2471+-90

552422436-3411+-124

562412427D159x8.544-4153+-117

572402417-4673+-132

582392407-4843+-137

5927027125121D60x4127133+18

6026927023564D114x4.561-1111+-89

612682696D159x6.544-2441+-89

622672686-3263+-118

632662676-3653+-133

642652666-3743+-136

6529529618844D114x4.549-1653+-123

6629429523566D159x6.544-2543+-92

672932946-3213+-117

682922936-3573+-130

692912926-3633+-132

702902916-3613+-131

713183194D114x4.561-1281+-103

723173184-1381+-111

733163174-1391+-111

743153164-1391+-111

7534134229841D60x4150*103+14

7634034123561119-211--67

773373382D75.5x4.293-701+-123

7829532025081D60x4126663-93

792702951133-18

802442702D75.5x4.299-631+-120

812152443D88.5x4.584-591+-76

821862154D114x4.565-1031+-85

831561865D140x4.552-1983+-122

841231566D159x6.546-2723+-100

85931232306643-3033+-110

8666936-2953+-107

8733835925081D60x4126739

883163384D114x4.565-1121+-93

892913165D140x4.552-1931+-119

902662916D159x6.546-2401+-88

912402666-2591+-95

922112406-2761+-101

931822116-2781+-102

941521826-2591+-95

951191526-2301+-85

968911923065D140x4.548-1981+-120

9762894D114x4.560-1621+-129

9838624-1191+-95

99193821012D75.5x4.283-601+-96

10031923331D60x411883+11

10131733925085D140x4.552-2053+-126

1022923175-2133+-131

1032672925-2123+-131

1042412676D159x6.546-2323+-86

1052122416-2563+-94

1061832126-2683+-99

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109901202306643-2443+-88

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11139635-1893+-114

112203921014D114x4.554-1453+-112

11334036125081D60x41268311

1143183402D75.5x4.299-411+-77

1152933182-611+-117

1162682933D88.5x4.584-741+-95

1172422684D114x4.565-1001+-83

1182132424-1301+-107

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1229112123064D114x4.560-1571+-125

12364914-1241+-99

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127341362250811267310

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1292943191-81+-27

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1351221554D114x4.565-1461+-121

136921222306460-1231+-98

13765922D75.5x4.291-591+-103

138929323561D60x4119-81+-24

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14090914D114x4.561-1291+-104

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14939404D114x4.561-1093+-87

15038394-1243+-100

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1553483581-73-22

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1683273381713+100

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1733283391241-35

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1783183291-153+-49

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181330341163-8

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1833193301517

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1963033161403-57

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2122682812D75.5x4.293-623+-109

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2142812931-251--79

2152692811533+75

2162422562D75.5x4.293-683+-120

2172562691D60x4118713+101

2182562681-303+-97

21924325

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