BoltGroup — Eccentric Shear Analysis

Bolt Resistance

Bolt type / connection

Nominal diameter

A_b (in²)

F_nv (ksi)

φR_n (kip)

φ = 0.75 · F_nv per AISC Table J3.2 · A325-N: 54 ksi, -X: 68 ksi · A490-N: 68 ksi, -X: 84 ksi

Generate Rectangular Layout

Cols n_x

Rows n_y

s_x (in)

s_y (in)

Centered at C.G. origin

Bolt Coordinates

#	x in from origin	y in from origin

Applied Loads

#	x_p in load pt x	y_p in load pt y	β deg from +x CCW	P kip ≥ 0

Direct moment M (kip·in) + CCW

—

N_b bolts

—

I_p (in²)

—

CG x (in)

—

CG y (in)

Resultant Force

—

P_u (kip)

—

M_o (kip·in)

—

e_o (in)

—

X_p (in)

—

Y_p (in)

Elastic Method

Results appear automatically.

IC Method