List of Acronyams
$d$.	Effective depth of beam (mm)
$b_w$.	Width of beam (mm)
$\rho$	Beam longitudinal reinforcement
$f_c^{\prime }$	Concrete compressive strength (MPa)
$F$	Fiber factor
${\eta }_o$	fiber orientation factor
$\tau$.	Shear stress in beam (MPa)
$a$	Length of beam (mm)
$a_v$	Shear Length of beam (mm)
$f_{SP}$	Split cylinder test of beam (MPa)
$f_t$	Concrete tensile strength (MPa)
$d_a$	Shear depth of beam (mm)
$V_f$	Fiber Volume
$f_t^{\prime }$	Splitting tensile strength of concrete ($0.79\sqrt{f_c^{\prime }})$ (MPa)
$V_b$	Shear force in beam (MPa)
$l_f$	Length of fiber (mm)
$d_f$	Diameter of fiber (mm)
$v_{cd}$	Member shear resistance without shear reinforcement (MPa)
$k$	Constant (no other information is given in the paper)
$k_f$	Flange contribution factor of a T-section
$k_1$	Constant (no other information is given in the paper)
${\tau }_{fd}$	Design value of the increase in shear strength due to steel fibers (MPa)
$f_{Rk,4}$	Factor used for accounting fiber dosage
$f_{tent}$	Tensile strength of fiber (MPa)
$d_a$	Diameter of aggregate (mm)
$D_f$	Bond factor
$V^{Est}$	Estimated steel fiber reinforced concrete beam shear capacity (MPa)
$V^{Exp}$	Experimental steel fiber reinforced concrete (SFRC) beam shear capacity (MPa)