NSARCE (Nonlinear Sectional Analysis of RC Elements)

1. Input Parameters:

B. Concrete Cross-Section:
I. Length of wall, Lw (mm) :
II. Thickness of the wall, tw (mm) :

C. Disposition of Vertical Reinforcement:

B. Concrete Cross-Section:
Provide Depth (D) and Width (B) of each elements of the wall starting from either the bottom (for the North-South direction of motion) or the left end of the wall (for the East-West direction of motion) as presented for the example of C-shaped wall.

Depth, D_i (mm)	Width, B_i (mm)

C. No. of Layers and Disposition of Vertical Reinforcement:

D. Other Input Parameters:
I. Concrete Clear Cover, C (mm):
II. Diameter of Vertical Reinforcement, dv (mm):
III. Diameter of Stirrups, ds (mm):
IV. Spacing of Stirrups, Ss (mm):
V. Yield Strength of Vertical Reinforcement, f_sy (MPa) :
VI. Ultimate Strength of Vertical Reinforcement, f_su (MPa) :
VII. Characteristics Compressive Stress, f^‘_c (MPa) :
*VIII. Axial load ratio (ALR) or N (kN) :**
IX. Height of the Wall, H (m) :

X. Plastic Hinge Length (L_p):

	Depth from Bottom (mm)	Area, A_st (mm²)
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	Depth, y_i or x_i (mm)	Area, A_st (mm²)
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