Unstiffened Seated Connection Design per AISC 360-16

How does ideCAD design unstiffened seated connection according to AISC 360-16?

Unstiffened seated connection limit states and geometry checks are done automatically according to AISC 360-16.

The block shear limit state is checked automatically according to AISC 360-16.

Limit states of single plate web yielding, web crippling and weld strength are checked automatically.

Connection Geometry

Geometry Checks

Weld Size

The minimum size of fillet welds is checked according to AISC 360-16 Table J2.4

w ≥ w_min	AISC 360-16 Table J2.4
w	11.315 mm		√
w_min	5 mm	Table J2.4	√

Strength Checks

Beam Web Yielding

The limit state of web local yielding for single-concentrated forces and both components of double-concentrated forces are checked according to AISC 360-16.

t_w	7.1 mm
l_b	25.7 mm
t_o	10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius)
F_y	235.359 N/mm²
R_n		AISC 360-16 Eq. J10-3
R_n / Ω

Required	Available	Check	Result
73.288 kN	100.207 kN	0.732	√

Beam Web Crippling

The limit state of web local crippling for single-concentrated forces and both components of double-concentrated forces are checked according to AISC 360-16.

t_w	7.1 mm
t_f	10.7 mm
l_b	25.7 mm
d	300 mm
E	205939650 kN/m²
F_y	235.359 N/mm²
R_n		AISC 360-16 Eq. J10-5a

R_n / Ω

Required	Available	Check	Result
73.288 kN	98.138 kN	0.747	√

Angle Shear Yield

The shear strength of connecting elements in shear is the minimum value obtained according to the limit states of shear yielding and shear rupture. Shear yielding is checked according to AISC 360-16.

A_g
F_y	235.359 N/mm²
R_n		AISC 360-16 J4-3
R_n / Ω

Required	Available	Check	Result
73.288 kN	141.215 kN	0.519	√

Weld Strength at Support

F_e	480000 kN/m²
w	11.315 mm
F_u	362.846 N/mm²
l	110 mm
e	60mm
R_n
R_n / Ω

Required	Available	Check	Result
73.288 kN	74.06 kN	0.990	√

Unstiffened Seated Connection Design Report

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Unstiffened Seated Connection Design Report

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