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Design the spandrel beam adjacent to slab panel P7 to resist the combined effects of bending moment, shear, and torsion at the critical section near

Design the spandrel beam adjacent to slab panel P7 to resist the combined effects of bending moment, shear, and torsion at the critical section near its supports. Use Table 9.1 from CSA A23.3 to calculate the critical shear and bending moment in the beam. Calculate the torsional moment in the beam based on CSA A23.3 Cl. 11.2.9.2

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