Table 5: Moment resisting frame column cross sections.

MODEL # N H S T D MRF Column Sections - XZ PLANES MRF Column Sections - YZ PLANES
(*) Found..-
-2nd St.
2nd-
-5th St.(*)
5th-
-8th St.
Found.-
-2nd St.
2nd-
-5th St.(*)
5th-
-8th St.
- - m m - - - - - - - -
1-3 4 3 6 5x3 Wind HE 280 A HE 280 A HE 300 A HE 300 A
4-6 4 3 6 5x3 Seismic+Wind HE 450 B HE 450 B HE 500 B HE 340 B
7-9 4 3 6 4x4 Wind HE 340 A HE 320 A HE 260 A HE 240 A
10-12 4 3 6 4x4 Seismic+Wind HE 450 B HE 450 B HE 450 B HE 300 A
13-15 4 3 6 5x4 Wind HE 300 A HE 280 A HE 280 A HE 260 A
16-18 4 3 6 5x4 Seismic+Wind HE 500 B HE 450 A HE 450 B HE 340 A
19-21 4 3 10 5x3 Wind HE 360 B HE 360 A HE 450 A HE 450 A
22-24 4 3 10 5x3 Seismic+Wind HE 800 B HE 600 A HE 1000 B HE 800 B
25-27 4 3 10 4x4 Wind HE 450 B HE 450 A HE 360 A HE 360 A
28-30 4 3 10 4x4 Seismic+Wind HE 900 B HE 700 B HE 900 B HE 650 A
31-33 4 3 10 5x4 Wind HE 360 B HE 360 A HE 360 A HE 360 A
34-36 4 3 10 5x4 Seismic+Wind HE 1000 B HE 800 B HE 900 B HE 700 B
37-39 4 4 6 5x3 Wind HE 300 B HE 280 A HE 360 A HE 340 A
40-42 4 4 6 5x3 Seismic+Wind HE 600 B HE 450 A HE 600 B HE 450 A
43-45 4 4 6 4x4 Wind HE 400 A HE 360 A HE 300 A HE 280 A
46-48 4 4 6 4x4 Seismic+Wind HE 700 B HE 450 A HE 500 B HE 360 A
49-51 4 4 6 5x4 Wind HE 320 B HE 300 A HE 320 A HE 300 A
52-54 4 4 6 5x4 Seismic+Wind HE 650 B HE 500 A HE 600 B HE 400 A
55-57 4 4 10 5x3 Wind HE 360 B HE 340 A HE 450 B HE 450 A
58-60 4 4 10 5x3 Seismic+Wind HE 1000 B HE 900 A HE 1000 B HE 900 A
61-63 4 4 10 4x4 Wind HE 500 A HE 450 A HE 360 B HE 360 A
64-66 4 4 10 4x4 Seismic+Wind HE 1000 B HE 1000 B HE 1000 B HE 900 B
67-69 4 4 10 5x4 Wind HE 360 B HE 360 B HE 400 A HE 400 A
70-72 4 4 10 5x4 Seismic+Wind HE 1000 B HE 1000 B HE 1000 B HE 900 B
73-75 8 3 6 5x3 Wind HE 320 A HE 320 A HE 300 A HE 450 A HE 400 A HE 360 A
76-78 8 3 6 5x3 Seismic+Wind HE 650 B HE 550 A HE 400 A HE 650 B HE 550 A HE 450 A
79-81 8 3 6 4x4 Wind HE 400 A HE 400 A HE 360 A HE 340 A HE 320 A HE 300 A
82-84 8 3 6 4x4 Seismic+Wind HE 800 B HE 700 A HE 550 A HE 600 B HE 500 A HE 400 A
85-87 8 3 6 5x4 Wind HE 400 A HE 400 A HE 360 A HE 360 A HE 340 A HE 320 A
88-90 8 3 6 5x4 Seismic+Wind HE 800 B HE 650 A HE 500 A HE 800 B HE 650 A HE 450 A
91-93 8 3 10 5x3 Wind HE 500 A HE 450 A HE 400 A HE 550 A HE 550 A HE 500 A
94-96 8 3 10 5x3 Seismic+Wind X HE 800 B X HE 550 B X HE 550 B X HE 800 B X HE 550 B X HE 550 B
97-99 8 3 10 4x4 Wind HE 650 A HE 600 A HE 500 A HE 450 A HE 450 A HE 400 A
100-102 8 3 10 4x4 Seismic+Wind X HE 800 B X HE 550 B X HE 550 B X HE 800 B X HE 550 B X HE 550 B
103-105 8 3 10 5x4 Wind HE 550 A HE 500 A HE 450 A HE 500 A HE 500 A HE 450 A
106-108 8 3 10 5x4 Seismic+Wind X HE 800 B X HE 550 B X HE 550 B X HE 800 B X HE 550 B X HE 550 B
109-111 8 4 6 5x3 Wind HE 450 A HE 400 A HE 360 A HE 550 A HE 500 A HE 450 A
112-114 8 4 6 5x3 Seismic+Wind HE 900 B HE 700 B HE 500 A HE 1000 B HE 900 A HE 800 A
115-117 8 4 6 4x4 Wind HE 600 A HE 550 A HE 500 A HE 450 A HE 450 A HE 400 A
118-120 8 4 6 4x4 Seismic+Wind HE 1000 B HE 1000 B HE 1000 B HE 800 B HE 700 A HE 500 A
121-123 8 4 6 5x4 Wind HE 500 A HE 450 A HE 400 A HE 500 A HE 450 A HE 400 A
124-126 8 4 6 5x4 Seismic+Wind HE 1000 B HE 800 A HE 600 A HE 900 B HE 700 A HE 550 A
127-129 8 4 10 5x3 Wind HE 550 A HE 550 A HE 500 A HE 800 A HE 700 A HE 650 A
130-132 8 4 10 5x3 Seismic+Wind HE 1000 B HE 700 B HE 700 B HE 1000 B HE 700 B HE 700 B
133-135 8 4 10 4x4 Wind HE 800 A HE 700 A HE 650 A HE 600 A HE 550 A HE 500 A
136-138 8 4 10 4x4 Seismic+Wind HE 1000 B HE 700 B HE 700 B HE 1000 B HE 700 B HE 700 B
139-141 8 4 10 5x4 Wind HE 650 A HE 600 A HE 550 A HE 650 A HE 600 A HE 550 A
142-144 8 4 10 5x4 Seismic+Wind HE 1000 B HE 700 B HE 700 B HE 1000 B HE 700 B HE 700 B

(*) Each structure was modelled three times to account for the three different column removal scenarios.
(*) 2nd-4th St. for structures the 4 storey structures.
NOTE: Column sections preceeded by “X” correspond to cruciform type cross sections.