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Joint Geometry
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GEOMETRY
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CHECKS
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Bolts Spacing
smin ≥ 3d | ÇYTHYEDY 13 AISC 360-16 J3.3 .6 |
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s | 90 mm |
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d | 30 mm | s =90 mm > smin = 3*30=90 mm | √ |
Horizontal Edge Distance
Leh ≥ Le- min | ÇYTHYEDY 13.3.7 AISC 360-16 J3.4 |
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Leh | 60 70 mm | L eh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le- min | 40 38 mm | Minimum distance check according to Table 13J3. 94 | √ |
Vertical Edge Distance
Lev ≥ L e- min | ÇYTHYEDY 13.3.7 AISC 360-16 J3.4 |
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Lev | 60 70 mm | Leh ≥ 2d = 2 * 30 = 60 mm conformity check for application | √ |
Le- min | 40 38 mm | Minimum distance check according to Table 13J3. 94 | √ |
Beam
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Web to End Plate Weld Size
w ≥ wmin |
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| a w | 5 7.072 mm |
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| a wmin | 3. 5 mm | Table 13J2.4 | √ |
Berkitme Beam Head Welding Thickness
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Stiffener to Beam Flange Weld Size
w ≥ wmin |
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| a w | 6 8.487 mm |
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| a wmin | 4 6 mm | Table 13J2.4 | √ |
Berkirme Fore Plate Welding Thickness
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Stiffener to End Plate Weld Size
w ≥ wmin |
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| a w | 6 8.487 mm |
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| a wmin | 4 6 mm | Table 13J2.4 | √ |
Continuity Plate
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to Column Flange Weld Size
w ≥ wmin |
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| a w | 8 11.315 mm |
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| a wmin | 4 6 mm | Table 13J2.4 | √ |
Continuity Plate
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to Column Web Weld Size
w ≥ wmin |
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| a w | 8 11.315 mm |
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| a wmin | 4 6 mm | Table 13J2.4 | √ |
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PREQUALIFICATION LIMITS (TBDY
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Tablo 9B.1)
Beam span / Beam cross-section height | 9144 mm /450 mm=20.32 | ≥7.0 |
Butt plate thickness, t p | 30 mm | 18≤t p ≤65 |
Head plate width, b p | 298 mm | 215≤ b p ≤ 400 |
Horizontal distance between bolts, g | 154 mm | 125≤g≤155 |
pfi | 72 mm | 40≤p fi ≤50 |
p fo | 72 mm | 40≤p fi ≤50 |
Beam cross section height, db | 450 mm | 450≤ d b ≤ 950 |
Beam head thickness, tbf | 15 mm | 14≤t bf ≤35 |
Column cross section height | 650 | ≤ 920 mm |
Bolt class | 10.9 | 8.8 - 10.9 |
Min yield stress of the frontal plate material | 275 MPa | 235 /275/355 MPa |
Title plate welding | CJP | CJP |
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Required | Ready | Rate | Control |
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14 mm | 15.325 mm | 0.914 | √ |
Berkitme Beam Head Welding Thickness
Fys | 275000 kN/m2 | AISC DG 4-2nd 3.2.10 |
ts | 15 mm |
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Fe | 490000 kN/m2 |
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in |  |
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Required | Ready | Rate | Control |
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7.938 mm | 8.487 mm | 0.935 | √ |
Berkirme Fore Plate Welding Thickness
Fys | 275000 kN/m2 | AISC DG 4-2nd 3.2.10 |
ts | 15 mm |
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Fe | 490000 kN/m2 |
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in |  |
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Required | Ready | Rate | Control |
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211.464 kN | 6424.142 | 0.033 | √ |
Beam Body Butt Plate Welding Thickness
F yp | 275000 kN/m2 | AISC 358-16 (6.7.6) 3 |
tbw | 9 mm |
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F e | 490000 kN/m2 |
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in |  |
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