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Thank you Very Much

HTURKAK Can you tell me where you got that reference? I tried print Screen but it comes out blurry

What is equation for moment created from a lateral movement of a rigid body. I have attached example from STERM based on a fixed-Fixed condition = M =6EI&/H^2 and I believe it is 4EI&/H^2 at pinned end and 2EI&/H^2 and fixed end. See attached for example and point me in the right direction of...

Per the AAMA 2010 - ADM1 - Aluminum Design Manual, 6082-T6 T6511 Extrusion (Unwelded) Fty=38ksi Fcy=38 KSI Ftu-45 KSI E=10,100 KSI kt=1 I just purchased a copy of this manual so I learning my way through it. I recommend getting a copy. But it's not cheap. Not sure about your second question.

Woodman88 and carr82775 , Thanks for the help. I actually found the mean roof height in the front glossary (ASCE 7-05), but also decided to jump to the analytical procedure (Method 2) 0.00256KdKzKtIV^2I with +- GPF-GCPI. Also deducted 10 % per footnote #4. Worked like a charm.

When designing a window wall of 12'-0" at the base of the building for components and cladding -Simplified per ASCE 7-05, would I use Lambda = 1.21 for H<15', or would I use Lambda = 1.29 for H= 20'. (Page 40 of the ASCE 7-05 FIG 6-2). The actual mean roof height is 18'-0"(+-)It seems like I...

The UBC 97 clearly states that it is 1" for tilt up walls But in the current ACI-318-11, it seems to be vague, is it 3/4"? The walls are cast on site and not at a plant. Also where is this in the CBC-2013 or ACI 318-11?