事的组词Part 1 - Structural modeling
In windows file explorer, Create “Training Project” directory, and create “Structural Modeling” subdirectory.
In SACS executive, u “Settings” > “SACS System Configuration”, make sure default units t to “Metric KN Force”.
Set current working directory to “Structural Modeling” and launch Precede program and using following data,
Creating Jacket, 郭沫若的诗集有
Select “Create New Model” and input “TEST MODEL WITH WEIGHT CAPABILITIES” for title. Select “Jacket” in Structure Wizard and check “Generate Seastate hydrodynamic overrides”. 4 Leg 4 Pile (ungrouted) jacket platform
Water depth 79.5 m Working point elevation: 4.0 m Pile connecting elev: 3.0 m
Mudline elevation and pile stub elevation: -79.5m Other intermediate elevations: -50.0, -21.0, 2.0, 15.3, 23.0 m Conductors: None Skirt Piles: None Working point spacing: X1=15 m, Y1=10 m Pile/Leg Batter: Row 1 (leg 1 and leg 5, left two legs) X=0, Y=10
Row 2 (leg 3 and leg 7, right two legs) X=10, Y=10 Save model to SACINP.DAT file.
Define member properties;
Member Group LG1, LG2, LG3, Segment 1: D = 107 cm, T = 3.5 cm, Fy = 34.50 kN/cm2, Segment Length = 1.0 m Segment 2: D = 105 cm, T = 2.5 cm, Fy = 24.80 kN/cm2 Segment 3: D = 107 cm, T = 3.5 cm, Fy = 34.50 kN/cm2, Segment Length = 1.0 m
Member Group LG4, Segment 1: D = 107 cm, T = 3.5 cm, Fy = 34.50 kN/cm2
Member Group LG5, Segment 1: D = 91.50 cm, T = 2.50 cm, Fy = 34.50 kN/cm2
Member Group LG6, Segment 1: D =91.5 cm, T = 2.0 cm, Fy = 24.80 kN/cm2 Segment
Length = 1.0 m Segment 2: CONE Fy = 24.80 kN/cm2, Segment Length = 1.0 m Segment 3: D = 91.5 cm, T = 2.0 cm, Fy = 24.80 kN/cm2
Member Group PL1, PL2, PL3 and PL4, Segment 1: D = 91.5 cm, T = 2.5 cm, Fy = 24..80 kN/cm2, Flooding,
Member Group W.B, Segment 1: D = 60.0 cm, T = 2.0 cm, Weight Density = 0.001, Flooding,
Member Section CONE, Outside D = 91.50 cm, Inside d = 66.0 cm and Wall thickness T = 2.0 cm
Save model.
Member ction and member groups defined at this time shall looks like following:
Add members to Horizontal Framings of jacket,
Plane XY for Z=-79.50
Add 4 horizontals H11 and breaking them in equal part, make joint name start from 1000. Add 4 diamond shape diagonals H12. Plane XY for Z=-50.00 Add 4 horizontals H21 and breaking them in equal part, make joint name start from 2000.
Add 4 diamond shape diagonals H22. Plane XY for Z=-21.00 Add 4 horizontals H31.
Add X-brace support, input Center Joint = 3000 and group label H32 and follow joint orders. Plane XY for Z=2.00 Add 4 horizontals H41.
Add X-brace support, input Center Joint =4000 and group label 美好的校园H42 and follow joint orders. Save model.
Define horizontal member properties; Member Group H11, Segment 1: D = 66.0 cm, T = 2.5 cm Member Group H12, Segment 1: D = 62.0 cm, T = 2.0 cm Member Group H21, Segment 1: D = 50.75 cm, T = 2.0 cm Member Group H22, H31 and H32, Segment 1: D = 40.75 cm, T = 1.5 cm Member Group H41 and H42, Segment 1: D = 30.375 cm,
T = 1.25 cm Horizontal member groups defined at this time shall looks like following:
Add diagonal members to jacket rows,
Face Row A, add 103L-201L as D01, 201L-303L as D02 and 303L-401L as D03; Face Row B, add 107L-205L as 星期六的英语单词D01, 205L-307L as D02 and 307L-405L as D03香椿炒鸡蛋怎么炒; Face Row 1, add 105L-201L as D01, 201L-305L as D02 and 305L-401L as 人流后遗症D03; Face Row 2, add 107L-203L as 赵云的马D01, 203L-307L as D02 and 307L-403L as D03;
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