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Joint Geometry

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GEOMETRY CONTROLS

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A splice connection design is a moment-transmitting connection formed by bolted or welded connecting plates of beam caps and bodies. It can be used as a beam attachment or column attachment. Bolt control, welding control, and plate control are made automatically according to the placement of the connection elements.

The splice connection design in ideCAD Structuralis automatically made according to the Design, Calculation, and Construction Principles of Steel Structures AISC 360-16 regulations and the connection report is created.

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In the calculation of the splice connection, the distance between the header and the body bolts, the horizontal and vertical edge distance, and the welding control are made under the geometry control. In strength control, heading and body bolts slip, cap and body bolt hole crushing, beam cap and body bolt hole crushing, header plate tensile yield and tensile failure, head plate block slip, beam head block slip, head plate pressure leak, body plate block slip and weld control.

Connection Geometry

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Geometry Checks

Bolt Spacing at Flange

s _min ≥ 3d	ÇYTHYEDY 13.3.6
s	72 mm
d	24 mm	s =79.5 mm > s_min = 3*24=72 mm	√

Horizontal Edge Distance

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at Flange

L _eh ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L _eh	75 mm	L _eh ≥ 2d = 2 * 24 = 48 mm conformity check for application	√
L _{e- min}	32 mm	Minimum distance check according to Table 13.9	√

Vertical Edge Distance

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at Flange

L _ev ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L _ev	35 mm
L _{e- min}	32 mm	Minimum distance check according to Table 13.9	√

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Bolt Spacing at Web

s _min ≥ 3d	ÇYTHYEDY 13.3.6
s	112.5 mm
d	32 mm	s =112.5 mm > s_min = 3*24=72 mm	√

Horizontal Edge Distance

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at Web

L _eh ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L _eh	55 mm	L _eh ≥ 2d = 2 * 24 = 48 mm conformity check for application	√
L _{e- min}	32 mm	Minimum distance check according to Table 13.9	√

Vertical Edge Distance

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at Web

L _ev ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L _ev	50 mm	L _eh ≥ 2d = 2 * 24 = 48 mm conformity check for application	√
L _{e- min}	32 mm	Minimum distance check according to Table 13.9	√

Strength Controls

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Checks

Bolt Shear at Flange

A _b	Image Modified
F_n	Image Modified
R_n	Image Modified
ΦR_n	Image Modified

Required

d _h	24+2=26 mm
L_c,edge	Image Modified
R_n	Image Modified	ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b
R_n-edge	Image Modified
L_c,spacing	Image Modified
R_n-spacing	Image Modified
R_n	Image Modified
ΦR_n	Image Modified

A _g	Image Modified
F _y	235.359 N/mm²
R_n	Image Modified	ÇYTHYEDY 13.15
ΦR_n	Image Modified

A_n	Image Modified
A _e	Image Modified
F _u	362.846 N/mm²
U	1.00
R_n	Image Modified	ÇYTHYEDY 13.16
ΦR_n	Image Modified

A _g	Image Modified
A _nv	Image Modified
A _e.g.	Image Modified
F _y	235.359 N/mm²
F _u	362.846 N/mm²
U_bs	one
	Image Modified
R_n	Image Modified	ÇYTHYEDY 13.19
ΦR_n	Image Modified

TO	0.65
L	150 mm
r	4.33 mm
KL / r	22.52
F _y	235.359 N/mm²
A _g	Image Modified
R_n	Image Modified	ÇYTHYEDY 13.19
ΦR_n	Image Modified

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