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Table 10 Example b-the data of the frame

From: An overview of the plastic-hinge analysis of 3D steel frames

Frame layout (Fig. 25)
Used profiles (European profiles)
Story Columns Beams in the X direction* Beams in the Y direction
1st to 3rd HL 1000 × 883 IPE 400 IPE O 600
4th to 6th HL 1000 × 591 IPE 400 IPE 600
7th to 9th HEM 1000 IPE 400 IPE 550
10th to 12th HEM 400 IPE 400 IPE 500
13th to 15th HEM 300 IPE 400 IPE 400
  1. Material: Steel grade S355 (yield strength = 355 N/mm2, Young modulus = 206 × 103 N/mm2)
  2. Applied loads: Y direction: 180 kN/node, at the nodes of the face XZ (Y = 0), Z direction = −252 kN/node, at every nodes
  3. * Include also inclined beams (Fig. 1)