eng003
Structural
- Jan 4, 2012
- 67
Although building codes and design guides i.e. wfcm (even for higher wind areas) often permit 2x4 exterior load bearing studs up to 10 ft in height for single story applications...when I analyze them I often find them over stressed under combined wind and gravity loads. I am interested in what others have found?
I have seen composite sheathing action discusses...any thoughts on this? I saw in one thread a building code permitted a stress increase for composite action? anyone no what code and where is this permitted by?
Apart from taking away my strength concerns what other advantages of using 2x6 instead of 2x4 studs can I list to clients?
I have seen composite sheathing action discusses...any thoughts on this? I saw in one thread a building code permitted a stress increase for composite action? anyone no what code and where is this permitted by?
Apart from taking away my strength concerns what other advantages of using 2x6 instead of 2x4 studs can I list to clients?