International Journal of Concrete Structures and Materials

Table 3 Results of The shear force demand–capacity ratio (I _v).

From: Comparison of Different Numerical Models of RC Elements for Predicting the Seismic Performance of Structures

Section (b × h)	V total (KN)	VxL (KN × m)	M (KN × m)	Iv
250 × 600	213.0536589	287.622439	247.27	0.85970344
400 × 200	64.76455409	87.432148	36.43	0.41666596
300 × 200	53.68678094	72.4771543	26.9	0.37115144
250 × 500	143.7311598	194.037066	113.9	0.58700125

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