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I posted this thread yesterday. There were 2 replies. But for some reason, I can not retrieve the replies. Please reply again. The wall is 27 ft high and I presume it has to be a cantilever 12'' masonry wall(in New Jersey). In addition to axial load due to its self weight, what lateral...

I need to know what loading (in addition to axial load due to wall's self weight) is required to design a firewall which will be about 27 ' high. The IBC 2006 is to be adhered to. Of course the firewall has to be supporting itself under fire conditions . I presume it has to be a cantilever wall...

Composite deck slab 10" thick spans 8',8 ',8'(2 exterior span,1 interior span). Beam is W18x50(50 KSI) and spans 30' (1 span only).Loading is AASHTO HL93. Recommended stud shear connectors (using 4 ksi concrete) number 56 studs @6.4 in. on centers. Following art.4.6.2 Approximate method...

I have a problem with a footer design. There is a wind moment of about 10000.00 lbf-ft coming from an isolated column (connected to flexible wood frame shallow truss). I do not want the moment transferred to the footer because then the footer size becomes substantial. Is there a way of...