Rectangular reinforced concrete beam section b = 40 cm, h = 60 cm, d = 53 cm, material strength fy = 4200 kgf / cm^2, fc ' = 280 kgf/cm^2, beam section configuration #4 For closed stirrups @15 cm, the net cover is 4 cm, and the beam section is subjected to a torque of Tu = Tcr. Q: What is the ultimate shear load value Vu that the beam section can bear. Among them, Tcr is the cracking torque of the beam section, #4 steel bar (db=1.27 cm, Ab=1.267 cm^2).

Structural Analysis
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Chapter2: Loads On Structures
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Rectangular reinforced concrete beam section b = 40 cm, h = 60 cm, d
= 53 cm, material strength fy = 4200
= 4200 kgf / cm^2, fc ' = 280 kgf/cm^2,
beam section configuration #4 For closed stirrups @15 cm, the net
cover is 4 cm, and the beam section is subjected to a torque of Tu =
Tcr.
Q: What is the ultimate shear load value Vu that the beam section can
bear.
Among them, Tcr is the cracking torque of the beam section, #4 steel
bar (db=1.27 cm, Ab=1.267 cm^2).
Transcribed Image Text:Rectangular reinforced concrete beam section b = 40 cm, h = 60 cm, d = 53 cm, material strength fy = 4200 = 4200 kgf / cm^2, fc ' = 280 kgf/cm^2, beam section configuration #4 For closed stirrups @15 cm, the net cover is 4 cm, and the beam section is subjected to a torque of Tu = Tcr. Q: What is the ultimate shear load value Vu that the beam section can bear. Among them, Tcr is the cracking torque of the beam section, #4 steel bar (db=1.27 cm, Ab=1.267 cm^2).
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