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Task: A single-storey structure is shown in Figures 1 to 3. When you start the quiz, in the questions you will find the lengths LH and LV that you should use. The structure consists of a steel frame, with steel columns 203x203x71 UKC and primary 406x140x46 UKB and secondary beams 203x133x25 UKB, all made from S355 steel. The floor is 225 mm thick reinforced concrete slab, also in cast in place, C40 grade reinforced concrete. Figure 1 @ LH 1 Figure 2
2 FFL 4.000 Lev 2 H FL 2.000 Lave 1 Figure 3 Create a 3D model of this building in Revit. Apply the variable action (live load) on both floors equal to 2.0 kN/m². Transfer the Revit file into Robot Structural Analysis program and create the ultimate limit state combination of permanent and variable action (dead and live load), based on Eurocode factors. Do the calculation of this structure in Robot. Check computer results by hand calculations. Take all slabs as one-way spanning in the shorter direction, and all beams are simply supported.
LSBU VLE on 5 et -red For the steel frame structure with dimensions LH = 5.7 m and LV = 5.6 m, what is the maximum displacement in mm of the secondary beam highlighted? d out of Answer: on on 6 t red For the steel frame structure with dimensions LH = 5.7 m and LV = 5.6 m, what is the maximum shear force in kN in the primary beam highlighted? d out of Answer: on on 7 For the steel frame structure with dimensions LH = 5.7 m and LV = 5.6 m, what is the maximum bending moment in kNm in the primary beam highlighted? + Eed out of Answer: on on 8 For the steel frame structure with dimensions LH = 5.7 m and LV = 5.6 m, what is the maximum normal stress in MPa in the primary beam highlighted? t red dout of Answer: