staad pro steel design examples pdf files

Staad Pro Steel Design Examples Files Manual Where The

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The term PLANE signifies that the structure is a plane frame structure and the geometry is defined through X and Y axes.

This means that these members can carry only axial tensioncompression and no moments.

This means that the member cannot carry any moment-z (i.e., strong axis moment) at node 3.

The length unit is changed from FEET to INCH to facilitate the input in familiar units.

The BETA command specifies that members 3 and 4 are rotated by 90 degrees around their own longitudinal axis.

The LIST option restricts the print output to the members listed.

FY indicates that the load is a force in the global Y direction.

GY indicates that the load is in the global Y direction while Y indicates local Y direction.

Staad Pro Steel Design Examples Files Manual Where The

Information on these parameters can be obtained from the manual where the implementation of the code is explained.

The BEAM parameter is specified to perform design at every 112th point along the member length, which is also the default.

The RATIO parameter specifies that the ratio of actual loading over section capacity should not exceed 0.9.

Grouping is a procedure by which the cross section which has the largest value for the specified attribute, which in this case is the default and hence the AREA, from among the associated member list, is assigned to all members in the list.

Hence, the cross sections for members 1, 3 and 4 are replaced with the one with the largest area from among the three.

Hence, it is necessary to reanalyze the structure using the new properties to get new values of forces in the members.

The actual load to member capacity RATIO has been redefined as 1.0.

The TRACK parameter tells the program to print out the design results to the intermediate level of descriptively.

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Staad Pro Steel Design Examples Pdf Files