borisng
Structural
- Jun 10, 2008
- 9
Dear Sir / Madam,
Could you provide any comments about Minimum Strength of Connections according to:
- ASD - it should be proportioned to 6 kips and
- LRFD - it should be proportioned to 10 kips.
How to use these norms for Stairs calculations and especially for:
1. tread's connections to stringers and
2. post rail’s to stringer and
3. stringers to stringers?
These norms are absent in ASCE 7-98 Minimum Design Loads for Buildings and Other Structures.
Sincerely,
Could you provide any comments about Minimum Strength of Connections according to:
- ASD - it should be proportioned to 6 kips and
- LRFD - it should be proportioned to 10 kips.
How to use these norms for Stairs calculations and especially for:
1. tread's connections to stringers and
2. post rail’s to stringer and
3. stringers to stringers?
These norms are absent in ASCE 7-98 Minimum Design Loads for Buildings and Other Structures.
Sincerely,