Table 4: Moment resisting frame beam cross sections.

MODEL # N H S T D MRF Beam Sections - XZ PLANES MRF Beam Sections - YZ PLANES
(*) Gr.-2nd St. 3rd-5th St.(*) 6th-8th St. Gr.-2nd St. 3rd-5th St.(*) 6th-8th St.
- - m m - - - - - - - -
1-3 4 3 6 5x3 Wind IPE 330 IPE 300 IPE 400 IPE 360 0
4-6 4 3 6 5x3 Seismic+Wind IPE 330 IPE 330 IPE 400 IPE 360 0
7-9 4 3 6 4x4 Wind IPE 400 IPE 360 IPE 360 IPE 330 0
10-12 4 3 6 4x4 Seismic+Wind IPE 400 IPE 400 IPE 360 IPE 330 0
13-15 4 3 6 5x4 Wind IPE 360 IPE 330 IPE 400 IPE 360 0
16-18 4 3 6 5x4 Seismic+Wind IPE 360 IPE 330 IPE 360 IPE 360 0
19-21 4 3 10 5x3 Wind IPE 400 IPE 400 IPE 500 IPE 450 0
22-24 4 3 10 5x3 Seismic+Wind IPE 450 IPE 450 IPE 500 IPE 360 0
25-27 4 3 10 4x4 Wind IPE 500 IPE 450 IPE 450 IPE 400 0
28-30 4 3 10 4x4 Seismic+Wind IPE 600 IPE 500 IPE 450 IPE 400 0
31-33 4 3 10 5x4 Wind IPE 450 IPE 400 IPE 500 IPE 450 0
34-36 4 3 10 5x4 Seismic+Wind IPE 550 IPE 450 IPE 450 IPE 400 0
37-39 4 4 6 5x3 Wind IPE 450 IPE 400 IPE 550 IPE 500 0
40-42 4 4 6 5x3 Seismic+Wind IPE 360 IPE 330 IPE 450 IPE 400 0
43-45 4 4 6 4x4 Wind IPE 550 IPE 500 IPE 500 IPE 450 0
46-48 4 4 6 4x4 Seismic+Wind IPE 400 IPE 360 IPE 400 IPE 360 0
49-51 4 4 6 5x4 Wind IPE 500 IPE 450 IPE 550 IPE 500 0
52-54 4 4 6 5x4 Seismic+Wind IPE 400 IPE 360 IPE 450 IPE 400 0
55-57 4 4 10 5x3 Wind IPE 600 IPE 500 HE 600 A HE 550 A 0
58-60 4 4 10 5x3 Seismic+Wind IPE 500 IPE 450 IPE 600 IPE 400 0
61-63 4 4 10 4x4 Wind HE 600 A HE 550 A HE 550 A HE 500 A 0
64-66 4 4 10 4x4 Seismic+Wind IPE 600 IPE 600 IPE 500 IPE 450 0
67-69 4 4 10 5x4 Wind HE 600 A HE 500 A HE 600 A HE 500 A 0
70-72 4 4 10 5x4 Seismic+Wind IPE 600 IPE 500 IPE 600 IPE 450 0
73-75 8 3 6 5x3 Wind IPE 550 IPE 500 IPE 450 IPE 600 IPE 550 IPE 500
76-78 8 3 6 5x3 Seismic+Wind IPE 500 IPE 450 IPE 400 IPE 600 IPE 500 IPE 400
79-81 8 3 6 4x4 Wind HE 600 A HE 550 A HE 500 A IPE 550 IPE 500 IPE 450
82-84 8 3 6 4x4 Seismic+Wind IPE 600 IPE 500 IPE 400 IPE 550 IPE 450 IPE 360
85-87 8 3 6 5x4 Wind IPE 550 IPE 500 IPE 450 IPE 600 IPE 550 IPE 500
88-90 8 3 6 5x4 Seismic+Wind IPE 550 IPE 500 IPE 450 IPE 600 IPE 500 IPE 360
91-93 8 3 10 5x3 Wind HE 550 A HE 500 A HE 450 A HE 700 A HE 650 A HE 600 A
94-96 8 3 10 5x3 Seismic+Wind IPE 550 IPE 550 IPE 550 IPE 550 IPE 500 IPE 360
97-99 8 3 10 4x4 Wind HE 700 A HE 650 A HE 600 A HE 600 A HE 550 A HE 500 A
100-102 8 3 10 4x4 Seismic+Wind IPE 550 IPE 550 IPE 550 IPE 550 IPE 500 IPE 360
103-105 8 3 10 5x4 Wind HE 600 A HE 550 A HE 500 A HE 650 A HE 600 A HE 550 A
106-108 8 3 10 5x4 Seismic+Wind IPE 550 IPE 550 IPE 550 IPE 550 IPE 500 IPE 360
109-111 8 4 6 5x3 Wind HE 600 A HE 550 A HE 500 A HE 800 A HE 700 A HE 600 A
112-114 8 4 6 5x3 Seismic+Wind IPE 550 IPE 500 IPE 400 HE 700 A HE 400 A HE 400 A
115-117 8 4 6 4x4 Wind HE 800 A HE 700 A HE 600 A HE 600 A HE 500 A HE 450 A
118-120 8 4 6 4x4 Seismic+Wind HE 600 A HE 500 A HE 400 A HE 500 A HE 450 A HE 360 A
121-123 8 4 6 5x4 Wind HE 700 A HE 650 A HE 600 A HE 700 A HE 650 A HE 600 A
124-126 8 4 6 5x4 Seismic+Wind HE 550 A HE 450 A HE 360 A HE 500 A HE 450 A HE 360 A
127-129 8 4 10 5x3 Wind HE 800 A HE 700 A HE 650 A HE 1000 A HE 900 A HE 800 A
130-132 8 4 10 5x3 Seismic+Wind IPE 550 IPE 550 IPE 550 HE 550 A HE 500 A HE 280 A
133-135 8 4 10 4x4 Wind HE 1000 A HE 900 A HE 800 A HE 800 A HE 700 A HE 650 A
136-138 8 4 10 4x4 Seismic+Wind IPE 550 IPE 550 IPE 550 HE 550 A HE 500 A HE 280 A
139-141 8 4 10 5x4 Wind HE 900 A HE 800 A HE 700 A HE 900 A HE 800 A HE 700 A
142-144 8 4 10 5x4 Seismic+Wind IPE 550 IPE 550 IPE 550 HE 550 A HE 500 A HE 280 A

(*) Each structure was modelled three times to account for the three different column removal scenarios. (*) 3rd-4th St. for structures the 4 storey structures.