I'm hoping someone can assist me with this.
In the IBC2003 Table 2306.3.1, there are tabulated values for recommended shear for wood structural panel diaphragms.
In the "Structural I Grades" category, the largest nominal thickness of the panel it provides is 15/32". Is there a way to calculate...
I need a suggestion or recommendation on how to make a 8" deep steel joist fit in a 9" space.
The existing steel joist is supporting the metal decking and concrete topping on the second floor (e.g. joist supporting second floor), which is supported by a beam spanning in the opposite direction...
Hi,
Can anyone tell me what the minimum live load is for a roof structure (utility room, electrical room, supplies closet, etc)? It's not in ASCE 7-02 and not on any other forums, either.
Thanks!
Hi,
What are the values of Cp that I can use to analyze the leeward roof (wind direction parallel to ridge) for method 2 MWFRS? Figure 6-6 does not have a table under the leeward column... I'm a structural engineer intern, and this is the first time I've encountered something like this.
Oh...
Hi,
I was wondering if anyone could help me with this small problem...
I'm trying to come up with the most economical solution for a beam that needs to be put under double TJI230 2-5/16 by 11-7/8 members that are taking 320 PLF dead and 280 PLF live loads. Simply supported.
An alternative to...
