Thank you so much @ HTURKAK that is really helpful. Further the referred document too contains much more helping material.
Thanks again for your kind response.
Hi Everyone,
I intend to design a large span roofing steel inclined beams portal frames. The structure is located in high seismic zone where codes (ASCE7 & AISC341) normally suggests special moment resisting frames. I have some queries regarding design of this structure listed below.
1. Does...