How does ideCAD design single plate connection according to AISC 360-16?
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Symbols
Ab: Non-threaded bolt web characteristic cross-sectional area
Ag: Gross area
An: Net cross-section area
Ae: Effective net cross-sectional area
Avg: Gross area under shear stress
Anv: Net area under shear stress
Ant: Net area under tensile stress
Aw: Cross-section web area
Cv: Coefficient of reduction for shear buckling
d: Characteristic diameter of the stem of the bolt (the diameter of the non-threaded stem of the bolt)
dh: Bolt hole diameter
Fnt: Characteristic tensile strength
F'nt: Reduced characteristic tensile stress obtained by considering the shear force effect
Fnv: Characteristic shear stress strength
frv: The greatest shear stress in the characteristic web area of the bolt
Fy: Structural steel characteristic yield strength
Fu: Structural steel characteristic tensile strength
Fyb: Bolt characteristic yield strength
Fub: Bolt characteristic tensile strength
nsp: Number of slip planes
s: Distance between bolt-holecenters
L: Connector distance
Le: The distance from the center of the bolt hole to the edge of the assembled element
t: Plate thickness
Rnt: Characteristic tensile strength
Rnv: Characteristic shear strength
Ubs: A coefficient considering the spread of tensile stresses
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smin ≥ 3d | AISC 360-16 J3.3 |
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s | 79.5 mm |
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d | 20 mm | s =79.5 mm > smin = 3*20=60 mm | √ |
Horizontal Edge Distance
The distance from the center of the hole to the edge of the connected part in the horizontal direction is checked per AISC 360-16.
Leh ≥ Le-min | AISC 360-16 J3.4 |
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Leh | 40 mm | Leh ≥ 2d = 2 * 20 = 40 mm conformity check for application | √ |
Le-min | 26 mm | Minimum distance check according to AISC 360-16 Table J3.4 | √ |
Vertical Edge Distance
The distance from the center of the hole to the edge of the connected part in the vertical direction is checked per AISC 360-16.
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w ≥ wmin | AISC 360-16 Table J2.4 |
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w | 12.73 mm |
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wmin | 5 mm | AISC 360-16 Table J2.4 | √ |
Erection Stability
L≥ hb/2 |
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L | 239 mm |
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hb | 248.6 mm | L=239 > 248.6/2=124.3 mm | √ |
Strength Checks
Bolt Shear at Beam
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Required | Available | Check | Result |
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34,318 kN | 56,549 kN | 0.607 | √ |
Bolt Bearing on Beam
Bearing strength limit states of the plate that are “shear tear out” and “ovalization of bolt hole” for both end and inner bolts are checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 185,487 kN | 0.367 | √ |
Bolt Bearing on Plate
Bearing strength limit states of the connection plate that are “shear tear out” and “ovalization of bolt hole” for both end and inner bolts are checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 284,75 kN | 0.239 | √ |
Plate Shear Yield
In the case of the block shear limit state, the gross area yielding of the tensile plane is checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 270 kN | 0.252 | √ |
Beam Shear Rupture
In the case of the block shear limit state, the net area rupture of the tensile plane of the connection part is checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 176.213 kN | 0.387 | √ |
Plate Shear Rupture
In the case of the block shear limit state, the net area rupture of the tensile plane of the connection part is checked according to AISC 360-16.
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Required | Available | Check | Result |
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68,159 kN | 218.143 kN | 0.312 | √ |
Plate Block Shear Rupture
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