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Steel Section Design and Connections Tutorial - Kxcad.net

Steel Section Design and Connections Tutorial - Kxcad.net

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T2.2.10 Column Lateral Restraints<br />

Ensure you are in Search for<br />

Next Brief Mode<br />

Click on the lower part of the<br />

outer left h<strong>and</strong> column<br />

The cyan background indicates<br />

that the column requires lateral<br />

restraints. Let us specify the side<br />

rail positions (1.4 m centres) <strong>and</strong><br />

then check the various portions<br />

for axial with moments.<br />

Click on the Lateral Restraints<br />

tab<br />

Type 1.4 in the Portion 1 input<br />

box<br />

Click on the 3rd <strong>and</strong> 4th portions on the bending moment in the output area<br />

Change to Copy Current Brief Mode<br />

Select right h<strong>and</strong> outer column to copy the Axial with Moment brief including<br />

the lateral restraints information to the other outer column<br />

The side rail spacing is satisfactory. Let us now check the column stability <strong>and</strong><br />

determine the positions of the torsional restraints.<br />

T2.2.11 Column Torsional Restraints<br />

Select Appendix-G : Stability Checks from the Integrated <strong>Design</strong> menu<br />

The cyan background indicates<br />

that the column requires<br />

additional torsional restraints.<br />

Please note that the column<br />

must be restrained at the plastic<br />

hinge location in all cases.<br />

We shall now increase <strong>and</strong><br />

decrease the length between the<br />

points of torsional restraints<br />

(Portion 1).<br />

Click the Torsional Restraints<br />

tab<br />

Enter a value of 4.2 in Portion<br />

1<br />

Change to Copy Current Brief Mode<br />

Select right h<strong>and</strong> outer column to copy the Appendix-G brief including the<br />

torsional restraints information to the other outer column<br />

T2 Multi-bay Portal Frame <strong>Design</strong> <strong>Tutorial</strong><br />

T2 - 12

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