| Warning |
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TBDY Ek 9B de verilen sınır değerler ile Table 6.1’de verilenler birebir aynı değil, kontrollerin yapılıp bu kısmın ona göre tekrar yazılması gerekir. |
| Table of Contents |
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Lh = distance between plastic hinge locations, in. (mm)
Lst = length of stiffener, as shown in Figure 6.5, in. (mm)
Mpr = probable maximum moment at plastic hinge, kip-in. (N-mm), given by Equation 2.4-1
Sh = distance from face of column to plastic hinge, in. (mm)
= the lesser of d/2 or 3bbf for an unstiffened connection (4E)
= Lst + tp for a stiffened connection (4ES, 8ES)
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Plastic hinge length Sh is defined in the relevant application rules section for each joint type.
Plastic hinge moment values:
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The V- endu used in the dimensioning of the joint is determined according to the equation in the above image by summing the shear force determined on the basis of the yield state and the shear force calculated from the combination of 1.2G + 0.5Q + 0.2S on the plastic joint at the end of the beam.
The shear strength required for the shear zone is calculated by using the column shear force generated by the possible plastic moments of the beams connecting to the column.
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Application Limits
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Plastic joint length is specified separately for each joint in AISC 358-16 and automatic calculation is made in accordance with these rules. Details will be given in each respective combination.
Application Limits
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