- AISC 14TH EDITION BOLT STRENGTH MANUAL
- AISC 14TH EDITION BOLT STRENGTH FULL
- AISC 14TH EDITION BOLT STRENGTH CODE
Steel Design Manual page 10-102), then the program will set the eccentricity as half the distance from the bolt group centroid to the face of support or as otherwise required per Table 10-9. If is it not selected, and the connection meets all the requirements of the Conventional Configuration (on AISC 14th ed.
AISC 14TH EDITION BOLT STRENGTH FULL
If it is selected then the program assumes that shear tab is always an Extended Configuration and uses the full distance from the bolt group to the face of the support as the eccentricity. This setting effects how the bolt group eccentricity is calculated for shear tab shear connections only. This check-box gives an option whether or not to check shear connections for the ability to rotate, thus verifying a "pinned" connection assumption. See the CJP Weld Strength section for more information. This check-box gives an option whether or not to check the weld material against the base material per the AWS. Check Weld Filler Metal Matching (CJP/PJP Weld Checks) When using the Canadian code ( CSA S16-2009 or CSA S16-2014), this box is automatically unchecked. See the Bolt Bearing Strength topic for more information. This impacts the Bolt Bearing Strength equations. If not, it is not a design consideration. If this is checked it means it is a design consideration. This check-box defines whether deformation at bolt holes at service load is a design consideration or not.
The design of welds with eccentric loading can be handled via the Instantaneous Center of Rotation Method or the Elastic Method.įor information on both methods see the AISC 360-05 Manual, -9 and the Weld Calculations topic. The design of bolt groups with eccentric loading can be handled via the Instantaneous Center of Rotation Method or the Elastic Method.įor information on both methods see the AISC 360-05 Manual, -6 and the Bolt Group Eccentricity topic.
AISC 14TH EDITION BOLT STRENGTH CODE
Once the Design Code (an other analysis options) are set to the desired value, click the Save As Defaults button to make these the default settings for any new models.Some design checks also reference the additional design material provided by the AISC Design Manual and/or Design Guides.When entering loads in to the Loading input, be sure that they include the appropriate factors for the design method chosen.If working in an integrated model with RISAFloor and/or RISA-3D, the Design Method will be grayed out and based on the settings from the RISAFloor or RISA-3D model.The AISC codes have both ASD and LRFD design methods available. You may choose whether you want the connections designed using AISC 360-16 (15th Edition), AISC 360-10 (14th Edition), AISC 360-05 (13th Edition), CSA S16-09, or CSA S16-14.
The Solution tab contains options which affect how the connections in the current project will be analyzed / designed. The entries under the Description tab are used to enter descriptive information such as a Title for the current project, the Name of the designer and a Job Number. To access the (Global) Project Settings dialog, click on the Settings icon from the Window toolbar.
The (Global) Project Settings dialog is used to define information that influences the entire model and its solution in an overall (global) manner, including all the connections within a project. (Global) Project Settings (Global) Project Settings