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PROGRAM LIMITATIONS |
| The 2D FRAME ANALYSIS program performs the Structural Analysis of 2D Frames Only. |
| Only vertical UDL is allowed. Lateral force in the form of UDL cannot be given. Instead, Equivalent Horizontal Force shall be given at Joints. All Joints shall have minimum of two members. |
| Joint Rotation / Release facility is not given. |
| Support Settlement facility is not provided. |
| Bending Moment Diagram taking in to account Span Moment is displayed only for 2D BUILDING PORTAL FRAME Analysis. The general 2D FRAME ANALYSIS displays Bending Moment Diagram of Joints only. |
| Deflection Diagram is displayed only for 2D BUILDING PORTAL FRAME Analysis. For other options Joint Displacements are displayed. |
| Dynamic Analysis & Lateral Seismic Force Calculation as per IS : 1893 - 2002 is provided for 2D BUILDING PORTAL FRAME Analysis Only. |
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