Column LSM
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Transcript of Column LSM
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TABLE C 1
ULTIMATE LOAD CARRYING CAPACITY FOR SHORT SQUARE COLUMNS
FOR Fe 415 STEEL
Column
s!e
B"D #mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
02 "
02
4 12 0.85 545 650 754 859 964
4 16 1.52 640 745 849 953 1057
8 12 1.71 668 772 876 980 1084
4 20 2.37 762 865 068 1072 1175
4
4
16
12
2.37 762 865 068 1072 1175
8 16 3.03 856 959 1061 1164 1266
4 25 3.71 953 1055 1157 1259 1361
4
4
20
16
3.89 979 1081 1182 1284 1386
232
4 16 0.89 936 1115 1293 1472 1650
8 12 1.00 963 1141 1320 1498 1676
4 20 1.40 1060 1238 1415 1593 1770
4
4
16
12
1.40 1060 1238 1415 1593 1770
8 16 1.79 1155 1332 1509 1685 1862
4 25 2.18 1250 1426 1602 1778 1954
4
4
20
16
2.29 1277 1453 1628 1804 1980
8 20 2.79 1398 1573 1748 1923 2098
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ULTIMATE LOAD CARRYING CAPACITY FOR SHORT SQUARE COLUMNS
FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
4 34
8 16 1.00 1712 2029 2346 2663 2979
4 25 1.23 1812 2128 2444 2760 3076
4
4
20
16
1.29 1837 2153 2469 2786 3101
12 16 1.51 1932 2248 2563 2878 3193
8 20 1.57 1958 2273 2588 2903 3218
16 16 2.01 2149 2462 2776 3089 3403
4
4
25
20
2.01 2149 2462 2776 3089 3403
12 20 2.36 2300 2613 2925 3237 3237
8 25 2.45 2339 2651 2963 3275 3587
16 20 3.14 2637 2947 3257 3567 3877
12 25 3.68 2870 3178 3487 3795 4103
45 3 45
4 25 0.97 2151 2552 2953 3354 3755
12 16 1.19 2271 2671 3071 3471 3872
4 28 1.23 2293 2693 3093 3493 3893
8 20 1.24 2298 2698 3098 3498 3898
4
4
25
20
1.59 2490 2888 3287 3685 4084
12 20 1.86 2637 3035 3432 3830 4227
8 25 1.94 2681 3078 3475 3872 4270
8 28 2.43 2949 3344 3739 4134 4530
8 32 3.18 3359 3751 4143 4535 4928
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ULTIMATE LOAD CARRYING CAPACITY FOR SHORT SQUARE COLUMNS
FOR Fe 415 STEEL
Column
s!e
B"D #mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
5 3 5
12 16 0.96 2648 3143 3639 4134 4629
8 20 1.00 2675 3170 3665 4160 4655
8 22 1.22 2824 3318 3812 4305 4799
4
4
25
20
1.29 2871 3365 3858 4352 4855
16 16 1.29 2871 3365 3858 4352 4855
12 20 1.51 3019 3512 4004 4497 4989
8 25 1.57 3060 3552 4044 4536 5029
20 16 1.61 3087 3579 4071 4563 5055
16 20 2.01 3357 3847 4337 4827 5317
12 25 2.36 3593 4082 4570 5058 5546
20 20 2.51 3695 4182 4670 5157 5644
16 25 3.14 4120 4604 5089 5573 6057
3
8 25 1.09 3940 4652 5364 6076 6788
16 20 1.40 4241 4951 5661 6371 7081
12 25 1.64 4474 5183 5891 6599 7307
10 32 2.23 5048 5752 6456 7160 7864
14 32 3.13 5923 6620 7318 8015 8713
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ULTIMATE LOAD CARRYING CAPACITY FOR SHORT SQUARE COLUMNSFOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
3
10 25 1.00 5243 6214 7184 8154 9124
10 32 1.64 6090 7054 8018 8982 9946
14 32 2.30 6964 7921 8878 9836 10793
16 32 2.63 7400 8354 9309 10263 11217
5 3
5
10 25 0.87 5822 6937 8052 9167 10282
10 32 1.43 6672 7781 8890 9999 11108
14 32 2.00 7538 8641 9743 10846 11948
16 32 2.29 7979 9078 10177 11276 12376
6 3
6
10 32 1.26 7298 8562 9825 11089 12353
14 32 1.76 8162 9419 10677 11934 13192
20 32 2.51 9458 10706 11954 13202 14450
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ULTIMATE LOAD CARRYING CAPACITY FOR RECTANGULAR SHORT COLUMNSFOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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ULTIMATE LOAD CARRYING CAPACITY FOR A"IAL LOADED SHORT SQUARE
COLUMNS FOR Fe 415 STEEL
Column
s!e
B"D
#mm$
M%n s&eel Ul&m%&e Lo%' C%(()n* C%+%,&) #-N$
No. D%
#mm$
/ M0 M05 M2 M25 M4
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