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Unstiffened Seated Connection with AISC 360-16

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Created by nurgül Kaya, last modified on Dec 10, 2020

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Joint Geometry

GEOMETRY CONTROLS

Welding Thickness

a ≥ a _min	ÇYTHYEDY 13.3.7
a	8 mm		√
a _min	3.5 mm	Table 13.4	√

Strength Controls

Flow in Beam Body

t_w	7.1 mm
l_b	25.7 mm
to	10.7 + 15 = 25.7 mm (Beam head + Beam head radius)
F _y	235.359 N/mm²
R_n		ÇYTHYEDY 13.25b
R _n / Ω

Required	Ready	Rate	Control
73.288 kN	100,207 kN	0.731	√

Beam Body Wrinkle

t_w	7.1 mm
tf	10.7 mm
l_b	25.7 mm
d	300 mm
IS	205939650 kN/m²
F _y	235.359 N/mm²
R_n		ÇYTHYEDY 13.26b

R _n / Ω

Required	Ready	Rate	Control
73.288 kN	98.138 kN	0.747	√

Angle Slip Flow

A _g
F _y	235.359 N/mm²
R_n		ÇYTHYEDY 13.17
R _n / Ω

Required	Ready	Rate	Control

Required	Ready	Rate	Control
73.288 kN	141,215 kN	0.519	√

Support Resistance

Fe	480000 kN/m²
in	11.315 mm
Fu	362.846 N/mm²
l	110 mm
is	60mm
Rn
R _n / Ω

Required	Ready	Rate	Control
73.288 kN	74.06 kN	0.990	√

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