Design
Of Truss Angles : Program Info. / Limitations
(
Actual program is available in
Super Civil CD ) |
| Structural steel design is as per Indian Standard No. IS:800-1984. |
| Back to Back distance between double angles is considered as 6 mm. |
| Yield stress fy = 250 Mpa. |
| Tension with Bending Moment not permitted. |
| Welded connections are assumed. |
| Angle Flange Is Assumed In Compression. |
| Increase In Stress Factor is Applied to permissible Stresses,
hence Stress Ratio is Always Taken As Less Than OR Equal To 1.00. |