Table 7 Verification of the proposed numerical equation on others’ experimental work.

From: Nonlinear analysis of hollow reinforced high strength concrete beams with web openings and different types of stirrups under torsion

Specimen

\(\:{T}_{u}^{Exp.}\), KN.m

\(\:{T}_{u}^{Eqn.}\), KN.m

\(\:\frac{{T}_{u}^{Eqn.}}{{T}_{u}^{Exp.}}\)

Khalil et al10.

GII-C

55.5

57.8

1.04

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