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The section of an edge spandrel beam is shown in Fig 1517 The critical section of the beam is subjected to an equilibrium torque

The section of an edge (spandrel) beam is shown in Fig. 15.17. The critical section of the beam is subjected to an equilibrium torque Tu = 300 K ⋅ in. and a shear Vu = 60 K. Determine the necessary web reinforcement using f′c = 4 ksi and fy = 60 ksi. Consider that the flange is not reinforced with closed stirrups.

 

 

 

Jul 08 2020 View more View Less

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