foundation loab comb
foundation loab comb
(OP)
Need to know, should i ise the load comb no 5 , 6 & 8 (using omega factors with seismic)as given in cl 14.4.3.2 of asce 7-05 for the overturning/uplift/sliding of the foundations.
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
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RE: foundation loab comb
RE: foundation loab comb
RE: foundation loab comb
Any other thoughts.
But JAE if you look that way then what about the section 8.5 of seismic design provisions which states that for high seismic zones don't reduce your anchor bolt capacity by 25% against the clause mentioned in ACI318 app D .