5 The critical load case is identified as the case yielding the lowest safety factor about the design axis Through inspection: Load case 9 is critical.. The column is bent in double cu
Trang 1Design code : Eurocode 2 - 2004
General design parameters:
(1) The general conditions of clause 5.8.8.2 are applicable.
(2) The specified design axial loads include
the self-weight of the column.
(3) The design axial loads are taken constant
over the height of the column.
Design approach:
The column is designed using the following procedure:
(1) The column design charts are constructed.
(2) The design axis and design ultimate moment are determined
(3) The design axial force and moment capacity is checked on
the relevant design chart.
(4) The procedure is repeated for each load case.
(5) The critical load case is identified as the case yielding the lowest
safety factor about the design axis
Through inspection:
Load case 9 is critical.
Check column slenderness:
End fixity and bracing for bending about the Design axis:
The column is unbraced.
Effective length factor ß = 0.75
Effective column height:
Trang 2Minimum Moments for Design:
Check for mininum eccentricity:
Check that the eccentricity exceeds the minimum in the plane of bending:
Trang 4The column is bent in double curvature about the X-X axis:
M1 = Smaller initial end moment = -65.7 kNm
M2 = Larger initial end moment = 2512.0 kNm
Trang 5The column is bent in double curvature about the Y-Y axis:
M1 = Smaller initial end moment = -882.0 kNm
M2 = Larger initial end moment = 884.7 kNm
Design ultimate load and moment:
Design axial load:
Trang 7Design of column section for ULS:
The column is checked for applied moment about the design axis.
Through inspection: the critical section lies at the bottom end of the column.
The design axis for the critical load case 9 lies at an angle of 19.40° to the X-axis
The safety factor for the critical load case 9 is 2.26
For bending about the design axis:
Moment distribution along the height of the column for bending about the design axis:
The final design moments were calculated as the vector sum of the X- and Y- moments
of the critical load case This also determined the design axis direction
At the top, Mx = 2618.3 kNm
Near mid-height, Mx = 3256.5 kNm
At the bottom, Mx = 4397.2 kNm
Trang 8Stresses at the bottom end of the column for the critical load case 9
M
M
Summary of design calculations:
Design table for critical load case:
Trang 9Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm) Safetyfactor Load case 1
-43.7 -149.9
-34.8 -74.0
0.0 0.0 Top
1196.4 1696.1 1713.2 2.842X-X
Y-Y 76291.3
49.8 1177.4
68.5 -3388.6
61.0 -1562.2
0.0 0.0 Bottom
120.6 4914.1 4915.1 2.815X-X
Y-Y 76828.2
32.9 635.1
126.6 -2050.6
89.2 -976.3
0.0 0.0 Bottom
228.9 3584.3 3591.1 2.831X-X
Y-Y 77414.1
-72.2 -924.3
-210.8 2126.5
-155.4 906.2
0.0 0.0 Bottom
417.0 3667.3 3685.3 2.826X-X
Y-Y 77951.0
-89.1 -1466.5
-152.7 3464.5
-127.3 1492.1
0.0 0.0 Bottom
259.8 5022.0 5026.9 2.744X-X
Y-Y 63676.7
33.3 614.3
-2589.7 -816.9
-1540.5 -326.7
0.0 0.0 Top
3804.2 1886.0 1888.7 3.440X-X
Y-Y 68103.6
14.4 336.2
-1618.8 -531.3
-965.5 -212.5
0.0 0.0 Top
2913.0 1697.0 1698.6 3.235X-X
Y-Y 82267.5
-46.8 599.1
1541.2 -603.9
906.0 -241.6
0.0 0.0 Bottom
3074.7 2244.3 3298.9 2.404X-X
Y-Y 86694.3
-65.7 -882.0
2512.0 884.7
1480.9 353.9
0.0 0.0 Bottom
4147.5 2611.1 4397.2 2.255X-X
Y-Y 58703.4
91.9 2057.4
-640.6 -5170.0
-347.6 -2279.1
0.0 0.0 Bottom
785.0 6335.2 6383.6 3.556X-X
Y-Y 60127.5
-270.7 2033.5
-543.9 -4790.9
-434.6 -2061.1
0.0 0.0 Bottom
682.7 5985.7 6024.2 3.495X-X
Y-Y 69094.9
254.6 -2235.4
486.0 4836.9
393.4 2007.9
0.0 0.0 Bottom
659.1 6211.8 6243.1 2.972X-X
Y-Y 70519.0
-108.1 -2259.3
582.8 5216.1
306.4 2225.9
0.0 0.0 Bottom
739.4 6617.7 6658.9 2.897X-X
Y-Y 52192.6
181.7 1215.2
-2576.3 -2419.1
-1473.1 -967.6
0.0 0.0 Top
3337.3 3133.6 2272.6 4.099X-X
Y-Y 53935.6
-261.3 1185.1
-2458.5 -1960.6
-1579.6 -784.2
0.0 0.0 Top
3301.9 2633.2 2292.3 4.112X-X
Y-Y 75286.8
245.1 -1387.0
2400.7 2006.6
1538.5 802.6
0.0 0.0 Bottom
3556.0 2972.3 4634.6 2.623X-X
Y-Y 77029.8
-197.8 -1417.2
2518.4 2465.1
1431.9 986.0
0.0 0.0 Bottom
3619.4 3542.8 5064.7 2.568X-X
Y-Y 58912.6
778.8 2266.7
-1447.2 -6650.6
-578.9 -3083.6
0.0 0.0 Bottom
1697.8 7801.9 7984.5 3.494X-X
Y-Y 70309.9
-794.9 -2468.6
1389.4 6696.6
555.7 3030.5
0.0 0.0 Bottom
1675.0 8073.4 8245.4 2.823X-X
Y-Y 58912.6
778.8 2266.7
-1447.2 -6650.6
-578.9 -3083.6
0.0 0.0 Bottom
1697.8 7801.9 7984.5 3.494X-X
Y-Y 70309.9
-794.9 -2468.6
1389.4 6696.6
555.7 3030.5
0.0 0.0 Bottom
1675.0 8073.4 8245.4 2.823X-X
Y-Y 57069.6
1341.3 1349.6
-2943.5 -4019.3
-1229.6 -1871.7
0.0 0.0 Top
3617.9 4940.1 3044.2 3.511X-X
Y-Y 72152.9
-1357.5 -1551.5
2885.7 4065.3
1188.4 1818.6
0.0 0.0 Bottom
3721.0 5242.0 6428.4 2.725X-X
Y-Y 57069.6
1341.3 1349.6
-2943.5 -4019.3
-1229.6 -1871.7
0.0 0.0 Top
3617.9 4940.1 3044.2 3.511X-X
Y-Y 72152.9
-1357.5 -1551.5
2885.7 4065.3
1188.4 1818.6
0.0 0.0 Bottom
3721.0 5242.0 6428.4 2.725
Trang 10Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm) Safetyfactor Load case 26
96.8 1624.1
888.7 -4700.7
571.9 -2170.8
0.0 0.0 Bottom
1131.3 5983.8 6089.8 3.141X-X
Y-Y 66713.2
-265.9 1600.2
985.5 -4321.5
484.9 -1952.8
0.0 0.0 Bottom
1282.1 5622.4 5766.7 3.081X-X
Y-Y 62509.2
249.7 -1802.1
-1043.3 4367.5
-526.1 1899.7
0.0 0.0 Bottom
1333.8 5583.5 5740.6 3.397X-X
Y-Y 63933.3
-112.9 -1826.0
-946.6 4746.7
-613.1 2117.6
0.0 0.0 Bottom
1196.6 6000.7 6118.8 3.294X-X
Y-Y 53334.4
229.0 57.4
-2697.1 442.2
-1526.7 288.3
0.0 0.0 Top
3749.7 614.7 1302.8 3.744X-X
Y-Y 55077.4
-213.9 27.2
-2579.3 900.7
-1633.2 551.3
0.0 0.0 Bottom
3619.3 1263.8 3833.6 4.043X-X
Y-Y 74145.0
197.8 -229.2
2521.5 -854.7
1592.0 -604.5
0.0 0.0 Bottom
3925.9 1351.8 4145.3 2.625X-X
Y-Y 75888.1
-245.1 -259.3
2639.2 -396.2
1485.5 -341.4
0.0 0.0 Bottom
4140.2 1362.2 4186.6 2.551X-X
Y-Y 58912.6
778.8 2266.7
-1447.2 -6650.6
-578.9 -3083.6
0.0 0.0 Bottom
1697.8 7801.9 7984.5 3.494X-X
Y-Y 70309.9
-794.9 -2468.6
1389.4 6696.6
555.7 3030.5
0.0 0.0 Bottom
1675.0 8073.4 8245.4 2.823X-X
Y-Y 58912.6
778.8 2266.7
-1447.2 -6650.6
-578.9 -3083.6
0.0 0.0 Bottom
1697.8 7801.9 7984.5 3.494X-X
Y-Y 70309.9
-794.9 -2468.6
1389.4 6696.6
555.7 3030.5
0.0 0.0 Bottom
1675.0 8073.4 8245.4 2.823X-X
Y-Y 57069.6
1341.3 1349.6
-2943.5 -4019.3
-1229.6 -1871.7
0.0 0.0 Top
3617.9 4940.1 3044.2 3.511X-X
Y-Y 72152.9
-1357.5 -1551.5
2885.7 4065.3
1188.4 1818.6
0.0 0.0 Bottom
3721.0 5242.0 6428.4 2.725X-X
Y-Y 57069.6
1341.3 1349.6
-2943.5 -4019.3
-1229.6 -1871.7
0.0 0.0 Top
3617.9 4940.1 3044.2 3.511X-X
Y-Y 72152.9
-1357.5 -1551.5
2885.7 4065.3
1188.4 1818.6
0.0 0.0 Bottom
3721.0 5242.0 6428.4 2.725
Load case 9 is critical.
Trang 11Design code : Eurocode 2 - 2004
General design parameters:
(1) The general conditions of clause 5.8.8.2 are applicable.
(2) The specified design axial loads include
the self-weight of the column.
(3) The design axial loads are taken constant
over the height of the column.
Design approach:
The column is designed using the following procedure:
(1) The column design charts are constructed.
(2) The design axis and design ultimate moment are determined
(3) The design axial force and moment capacity is checked on
the relevant design chart.
(4) The procedure is repeated for each load case.
(5) The critical load case is identified as the case yielding the lowest
safety factor about the design axis
Through inspection:
Load case 113 is critical.
Check column slenderness:
End fixity and bracing for bending about the Design axis:
The column is unbraced.
Effective length factor ß = 0.75
Effective column height:
Trang 12Minimum Moments for Design:
Check for mininum eccentricity:
Check that the eccentricity exceeds the minimum in the plane of bending:
Trang 14The column is bent in single curvature about the X-X axis:
M1 = Smaller initial end moment = 42.6 kNm
M2 = Larger initial end moment = 84.4 kNm
Trang 15The column is bent in single curvature about the Y-Y axis:
M1 = Smaller initial end moment = 428.8 kNm
M2 = Larger initial end moment = 1411.4 kNm
Design ultimate load and moment:
Design axial load:
Trang 17Design of column section for ULS:
The column is checked for applied moment about the design axis.
Through inspection: the critical section lies at the bottom end of the column.
The design axis for the critical load case 113 lies at an angle of 266.58° to the X-axis
The safety factor for the critical load case 113 is 1.47
For bending about the design axis:
Moment distribution along the height of the column for bending about the design axis:
The final design moments were calculated as the vector sum of the X- and Y- moments
of the critical load case This also determined the design axis direction
At the top, Mx = 1416.6 kNm
Near mid-height, Mx = 2006.3 kNm
At the bottom, Mx = 2399.6 kNm
Trang 18Stresses at the bottom end of the column for the critical load case 113
Summary of design calculations:
Design table for critical load case:
Trang 19Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm) Safetyfactor Load case 1
-153.5 -261.2
-126.2 -197.4
0.0 0.0 Top
487.9 801.9 930.1 2.445X-X
Y-Y 31730.7
110.2 -129.5
-161.0 -271.1
-64.4 -214.5
0.0 0.0 Middle
655.6 859.0 858.5 2.412X-X
Y-Y 32578.6
-164.8 -169.5
237.7 -202.4
95.1 -189.3
0.0 0.0 Top
733.7 771.5 888.0 2.373X-X
Y-Y 29324.6
-129.2 5.4
-400.7 -335.9
-292.1 -199.4
0.0 0.0 Top
987.2 883.4 946.4 2.587X-X
Y-Y 30172.6
-132.9 74.0
-273.2 -376.0
-217.1 -196.0
0.0 0.0 Top
855.7 944.9 1002.3 2.506X-X
Y-Y 37195.0
-25.2 -284.7
-128.5 -1562.6
-87.2 -1051.5
0.0 0.0 Bottom
434.4 2306.4 2306.7 1.895X-X
Y-Y 43125.6
-1.4 -340.3
-129.0 -1006.0
-78.0 -739.7
0.0 0.0 Bottom
434.9 1868.5 1868.5 1.702X-X
Y-Y 17155.7
-138.7 -131.3
-147.2 821.2
-143.8 440.2
0.0 0.0 Bottom
387.9 1159.0 1177.4 4.032X-X
Y-Y 23086.3
-123.4 -186.9
-139.3 1377.9
-132.9 752.0
0.0 0.0 Bottom
415.3 1837.8 1845.2 2.904X-X
Y-Y 32670.2
-88.0 -34.9
419.1 -759.4
216.2 -469.6
0.0 0.0 Bottom
734.7 1331.5 1520.8 2.304X-X
Y-Y 34016.1
-127.4 -134.1
425.1 -754.5
204.1 -506.4
0.0 0.0 Bottom
759.0 1347.2 1546.4 2.218X-X
Y-Y 17651.9
-65.5 -229.0
-532.2 610.4
-345.5 274.6
0.0 0.0 Bottom
764.2 876.5 1162.9 4.117X-X
Y-Y 18997.7
-104.9 -328.3
-526.2 615.3
-357.7 246.1
0.0 0.0 Bottom
773.1 904.1 1189.6 3.842X-X
Y-Y 40909.7
-78.8 -212.7
142.8 -1614.7
57.1 -1053.9
0.0 0.0 Bottom
363.3 2429.7 2439.2 1.739X-X
Y-Y 42557.0
-127.0 -333.9
149.8 -1609.0
59.9 -1099.0
0.0 0.0 Bottom
429.6 2456.5 2467.1 1.677X-X
Y-Y 9111.0
-65.9 -29.3
-257.0 1464.9
-180.5 867.2
0.0 0.0 Bottom
288.4 1644.4 1669.5 5.907X-X
Y-Y 10758.2
-114.1 -150.5
-249.9 1470.6
-195.6 822.1
0.0 0.0 Bottom
286.0 1682.7 1706.8 5.281X-X
Y-Y 18331.8
-7.9 114.0
-656.2 -1113.2
-396.9 -622.3
0.0 0.0 Bottom
842.4 1429.1 1658.9 3.781X-X
Y-Y 33336.1
-185.0 -477.2
549.1 969.1
255.5 390.6
0.0 0.0 Bottom
877.8 1549.2 1780.6 2.215X-X
Y-Y 18331.8
-7.9 114.0
-656.2 -1113.2
-396.9 -622.3
0.0 0.0 Bottom
842.4 1429.1 1658.9 3.781X-X
Y-Y 33336.1
-185.0 -477.2
549.1 969.1
255.5 390.6
0.0 0.0 Bottom
877.8 1549.2 1780.6 2.215X-X
Y-Y 16253.4
44.1 224.6
-362.9 -1815.4
-200.1 -999.4
0.0 0.0 Bottom
426.6 2134.1 2176.4 3.746X-X
Y-Y 35414.6
-237.0 -587.8
255.8 1671.3
102.3 767.6
0.0 0.0 Bottom
501.9 2371.4 2399.0 1.955X-X
Y-Y 16253.4
44.1 224.6
-362.9 -1815.4
-200.1 -999.4
0.0 0.0 Bottom
426.6 2134.1 2176.4 3.746X-X
Y-Y 35414.6
-237.0 -587.8
255.8 1671.3
102.3 767.6
0.0 0.0 Bottom
501.9 2371.4 2399.0 1.955
Trang 20Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm) Safetyfactor Load case 26
381.3 120.3
194.4 90.1
0.0 0.0 Top
832.9 289.2 570.4 3.283X-X
Y-Y 25018.3
-125.3 -54.5
387.4 125.2
182.3 53.4
0.0 0.0 Top
863.5 279.2 637.0 3.109X-X
Y-Y 26649.6
-67.6 -269.4
-494.5 -308.7
-323.7 -293.0
0.0 0.0 Top
962.5 829.4 849.0 2.834X-X
Y-Y 27995.5
-107.0 -264.5
-488.5 -408.0
-335.9 -350.6
0.0 0.0 Top
980.8 949.6 981.7 2.682X-X
Y-Y 39103.6
-72.7 -294.8
-131.2 -1467.7
-107.8 -998.5
0.0 0.0 Bottom
260.0 2246.6 2255.6 1.821X-X
Y-Y 40750.8
-120.9 -416.0
-124.2 -1462.0
-122.9 -1043.6
0.0 0.0 Bottom
348.2 2274.1 2282.3 1.753X-X
Y-Y 10917.2
17.1 52.8
-72.0 1317.9
-36.4 811.9
0.0 0.0 Bottom
248.1 1536.2 1536.3 5.343X-X
Y-Y 12564.4
24.1 -68.4
-120.2 1323.5
-62.5 766.8
0.0 0.0 Bottom
338.6 1574.8 1575.1 4.804X-X
Y-Y 18331.8
-7.9 114.0
-656.2 -1113.2
-396.9 -622.3
0.0 0.0 Bottom
842.4 1429.1 1658.9 3.781X-X
Y-Y 33336.1
-185.0 -477.2
549.1 969.1
255.5 390.6
0.0 0.0 Bottom
877.8 1549.2 1780.6 2.215X-X
Y-Y 18331.8
-7.9 114.0
-656.2 -1113.2
-396.9 -622.3
0.0 0.0 Bottom
842.4 1429.1 1658.9 3.781X-X
Y-Y 33336.1
-185.0 -477.2
549.1 969.1
255.5 390.6
0.0 0.0 Bottom
877.8 1549.2 1780.6 2.215X-X
Y-Y 16253.4
44.1 224.6
-362.9 -1815.4
-200.1 -999.4
0.0 0.0 Bottom
426.6 2134.1 2176.4 3.746X-X
Y-Y 35414.6
-237.0 -587.8
255.8 1671.3
102.3 767.6
0.0 0.0 Bottom
501.9 2371.4 2399.0 1.955X-X
Y-Y 16253.4
44.1 224.6
-362.9 -1815.4
-200.1 -999.4
0.0 0.0 Bottom
426.6 2134.1 2176.4 3.746X-X
Y-Y 35414.6
-237.0 -587.8
255.8 1671.3
102.3 767.6
0.0 0.0 Bottom
501.9 2371.4 2399.0 1.955X-X
Y-Y 30738.3
28.2 -113.0
69.6 -293.4
53.0 -221.2
0.0 0.0 Top
211.4 891.6 916.3 2.488X-X
Y-Y 29402.3
58.5 -145.9
221.4 -186.8
156.2 -170.4
0.0 0.0 Top
712.5 748.0 783.8 2.630X-X
Y-Y 29622.2
56.9 -127.5
350.5 -208.7
233.1 -176.3
0.0 0.0 Top
907.3 780.4 808.8 2.601X-X
Y-Y 31077.3
74.9 -91.8
-297.3 -360.3
-148.4 -252.9
0.0 0.0 Top
891.2 968.8 989.5 2.445X-X
Y-Y 31297.1
73.3 -73.5
-168.2 -382.2
-71.6 -258.7
0.0 0.0 Top
741.8 997.0 1015.1 2.423X-X
Y-Y 37702.2
43.6 -363.2
62.2 -1538.7
54.8 -1068.5
0.0 0.0 Bottom
133.3 2292.1 2294.0 1.876X-X
Y-Y 44561.1
42.7 -458.1
85.9 -991.1
68.6 -777.9
0.0 0.0 Bottom
162.8 1879.0 1886.0 1.655X-X
Y-Y 14584.2
-38.9 -75.3
74.3 785.0
29.7 440.9
0.0 0.0 Bottom
279.0 1076.3 1077.6 4.644X-X
Y-Y 21443.2
-15.3 -170.3
73.4 1332.6
37.9 731.4
0.0 0.0 Bottom
243.3 1761.4 1761.5 3.100
Trang 21Design code : Eurocode 2 - 2004
General design parameters:
(1) The general conditions of clause 5.8.8.2 are applicable.
(2) The specified design axial loads include
the self-weight of the column.
(3) The design axial loads are taken constant
over the height of the column.
Design approach:
The column is designed using the following procedure:
(1) The column design charts are constructed.
(2) The design axis and design ultimate moment are determined
(3) The design axial force and moment capacity is checked on
the relevant design chart.
(4) The procedure is repeated for each load case.
(5) The critical load case is identified as the case yielding the lowest
safety factor about the design axis
Through inspection:
Load case 9 is critical.
Check column slenderness:
End fixity and bracing for bending about the Design axis:
The column is unbraced.
Effective length factor ß = 0.75
Effective column height:
Trang 22Minimum Moments for Design:
Check for mininum eccentricity:
Check that the eccentricity exceeds the minimum in the plane of bending:
Trang 24The initial end moments about the X-X axis:
M1 = Smaller initial end moment = 0.0 kNm
M2 = Larger initial end moment = 586.2 kNm
Trang 25The column is bent in single curvature about the Y-Y axis:
M1 = Smaller initial end moment = 351.2 kNm
M2 = Larger initial end moment = 1604.6 kNm
Design ultimate load and moment:
Design axial load:
Trang 26Mxbot=0.0 kNmMoments about X-X axis( kNm)
Mx=1562.0 kNmMx-imperf+Madd=0.0 kNm
Trang 27Design of column section for ULS:
The column is checked for applied moment about the design axis.
Through inspection: the critical section lies at the bottom end of the column.
The design axis for the critical load case 9 lies at an angle of 90.00° to the X-axis
The safety factor for the critical load case 9 is 1.14
For bending about the design axis:
Moment distribution along the height of the column for bending about the design axis:
The final design moments were calculated as the vector sum of the X- and Y- moments
of the critical load case This also determined the design axis direction
At the top, Mx = 1820.8 kNm
Near mid-height, Mx = 2295.4 kNm
At the bottom, Mx = 2742.1 kNm
Trang 28Stresses at the bottom end of the column for the critical load case 9
Summary of design calculations:
Design table for critical load case:
Trang 29Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm) Safetyfactor Load case 1
545.7 276.5
327.4 192.4
0.0 0.0 Bottom
1301.3 913.3 913.3 1.642X-X
Y-Y 43329.0
0.0 141.7
439.3 334.7
263.6 257.5
0.0 0.0 Bottom
1128.6 1008.3 1008.3 1.597X-X
Y-Y 44001.6
0.0 179.6
380.2 333.7
228.1 272.0
0.0 0.0 Bottom
1041.7 1059.6 1059.6 1.569X-X
Y-Y 39591.8
0.0 -48.3
676.7 211.1
406.0 107.3
0.0 0.0 Bottom
1432.6 840.1 840.1 1.713X-X
Y-Y 40264.4
0.0 -10.4
617.6 210.0
370.5 121.8
0.0 0.0 Bottom
1380.0 815.7 815.7 1.690X-X
Y-Y 24505.0
0.0 176.9
401.6 -1475.8
241.0 -814.7
0.0 0.0 Bottom
850.1 1965.9 1965.9 2.366X-X
Y-Y 31212.7
0.0 100.7
366.8 -895.9
220.1 -497.3
0.0 0.0 Bottom
968.8 1520.2 1520.2 2.020X-X
Y-Y 50165.2
0.0 427.4
621.0 1024.8
372.6 785.8
0.0 0.0 Bottom
1447.4 2028.1 2028.1 1.314X-X
Y-Y 56873.0
0.0 351.2
586.2 1604.6
351.7 1103.2
0.0 0.0 Bottom
1562.0 2742.1 2742.1 1.137X-X
Y-Y 30609.3
0.0 -299.2
105.4 299.5
63.2 119.8
0.0 0.0 Bottom
348.9 911.4 911.4 2.160X-X
Y-Y 34055.4
0.0 27.7
102.1 -210.9
61.2 -115.5
0.0 0.0 Bottom
759.5 892.0 892.0 1.962X-X
Y-Y 35644.9
0.0 323.2
662.5 420.3
397.5 381.4
0.0 0.0 Bottom
1264.5 1036.1 1036.1 1.908X-X
Y-Y 39090.9
0.0 148.4
659.2 411.6
395.5 306.3
0.0 0.0 Bottom
1421.9 1193.4 1193.4 1.732X-X
Y-Y 16484.0
0.0 201.8
215.6 -1505.6
129.3 -822.6
0.0 0.0 Bottom
456.2 1835.2 1835.2 3.232X-X
Y-Y 20374.0
0.0 -104.5
211.9 -1406.3
127.1 -885.6
0.0 0.0 Bottom
577.4 1813.8 1813.8 2.782X-X
Y-Y 49326.2
0.0 552.4
552.6 1518.6
331.6 1132.1
0.0 0.0 Bottom
1250.4 2505.1 2505.1 1.302X-X
Y-Y 53216.3
0.0 246.1
549.0 1617.9
329.4 1069.2
0.0 0.0 Bottom
1520.2 2682.2 2682.2 1.209X-X
Y-Y 23777.8
0.0 1093.1
828.3 -1171.0
497.0 -468.4
0.0 0.0 Bottom
1115.5 1646.5 1646.5 2.512X-X
Y-Y 45922.4
0.0 -645.2
-63.8 1283.3
-38.3 513.3
0.0 0.0 Bottom
154.1 2201.7 2201.7 1.409X-X
Y-Y 23777.8
0.0 1093.1
828.3 -1171.0
497.0 -468.4
0.0 0.0 Bottom
1115.5 1646.5 1646.5 2.512X-X
Y-Y 45922.4
0.0 -645.2
-63.8 1283.3
-38.3 513.3
0.0 0.0 Bottom
154.1 2201.7 2201.7 1.409X-X
Y-Y 18562.0
0.0 1656.1
657.3 -2569.7
394.4 -1027.9
0.0 0.0 Bottom
794.3 2940.9 2940.9 2.528X-X
Y-Y 51138.3
0.0 -1208.2
107.2 2682.0
64.3 1125.9
0.0 0.0 Bottom
197.7 3704.8 3704.8 1.187X-X
Y-Y 18562.0
0.0 1656.1
657.3 -2569.7
394.4 -1027.9
0.0 0.0 Bottom
794.3 2940.9 2940.9 2.528X-X
Y-Y 51138.3
0.0 -1208.2
107.2 2682.0
64.3 1125.9
0.0 0.0 Bottom
197.7 3704.8 3704.8 1.187
Trang 30Load case Axis N (kN) M1 (kNm) M2 (kNm) Mi (kNm) Madd (kNm) Design M (kNm) M' (kNm) Safetyfactor Load case 26
0.0 403.2
161.4 636.2
96.8 543.0
0.0 0.0 Bottom
465.7 1454.9 1454.9 1.630X-X
Y-Y 44384.5
0.0 131.3
158.1 724.5
94.9 487.2
0.0 0.0 Bottom
841.0 1612.2 1612.2 1.501X-X
Y-Y 25315.8
0.0 316.6
606.5 -612.2
363.9 -244.9
0.0 0.0 Bottom
1055.3 1118.5 1118.5 2.518X-X
Y-Y 28761.8
0.0 44.7
603.2 -523.8
361.9 -296.4
0.0 0.0 Bottom
1176.8 1099.1 1099.1 2.252X-X
Y-Y 14895.9
0.0 207.0
365.9 -1599.4
219.5 -876.9
0.0 0.0 Bottom
625.2 1897.4 1897.4 3.429X-X
Y-Y 18785.9
0.0 -99.3
362.2 -1500.2
217.3 -939.8
0.0 0.0 Bottom
724.6 1875.9 1875.9 2.929X-X
Y-Y 50914.3
0.0 547.3
402.3 1612.5
241.4 1186.4
0.0 0.0 Bottom
1005.5 2630.8 2630.8 1.258X-X
Y-Y 54804.4
0.0 241.0
398.7 1711.8
239.2 1123.5
0.0 0.0 Bottom
1336.7 2807.9 2807.9 1.170X-X
Y-Y 23777.8
0.0 1093.1
828.3 -1171.0
497.0 -468.4
0.0 0.0 Bottom
1115.5 1646.5 1646.5 2.512X-X
Y-Y 45922.4
0.0 -645.2
-63.8 1283.3
-38.3 513.3
0.0 0.0 Bottom
154.1 2201.7 2201.7 1.409X-X
Y-Y 23777.8
0.0 1093.1
828.3 -1171.0
497.0 -468.4
0.0 0.0 Bottom
1115.5 1646.5 1646.5 2.512X-X
Y-Y 45922.4
0.0 -645.2
-63.8 1283.3
-38.3 513.3
0.0 0.0 Bottom
154.1 2201.7 2201.7 1.409X-X
Y-Y 18562.0
0.0 1656.1
657.3 -2569.7
394.4 -1027.9
0.0 0.0 Bottom
794.3 2940.9 2940.9 2.528X-X
Y-Y 51138.3
0.0 -1208.2
107.2 2682.0
64.3 1125.9
0.0 0.0 Bottom
197.7 3704.8 3704.8 1.187X-X
Y-Y 18562.0
0.0 1656.1
657.3 -2569.7
394.4 -1027.9
0.0 0.0 Bottom
794.3 2940.9 2940.9 2.528X-X
Y-Y 51138.3
0.0 -1208.2
107.2 2682.0
64.3 1125.9
0.0 0.0 Bottom
197.7 3704.8 3704.8 1.187
Load case 9 is critical.