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1. a. Design the beams for the positive and negative bending moment. b. Calculate the transverse r ...
1. a. Design the beams for the positive and negative bending moment. b. Calculate the transverse reinforcement under shear forces for only with stirrups and for concrete and stirrups. c. Calculate the required reinforcement for the mid-column under N2d axial force effecting with a minimum eccentricity. d. Draw the final reinforcement scheme. Materials: C30 / S420a M3 M? + M1,d=-87 kNm V1,d=165.6 kN M? M2,d=+84 kNm V2,d=234.4 KN M3,d =-239 kNm N2,d=1656.3 kN V? ¹5.0m V? V? M? 5.0m² M? V? L?4 m hg 100 mm Cross-Sections Beams: 150 mm 150 mm b=1000 mm Columns: 300 mm h=600 mm 400 mm