AISC Table 6-1
AISC Table 6-1
(OP)
Design most efficient W10 Section for following loads.
P(r)=100 Kips
M(rx) = 50 kip ft
K L(x)= 21.6 ft.
KL(y) = 8.13 ft.
Trying to guess-timate a section to begin calcs
We know that p= 1.67/P(n)
And b(x) = (8*1.67)/(9*M(nx)
However having difficult time manipulating values to enter the Table without wasting much time on wrong trial sections. Help much appreciated.
Thanks
P(r)=100 Kips
M(rx) = 50 kip ft
K L(x)= 21.6 ft.
KL(y) = 8.13 ft.
Trying to guess-timate a section to begin calcs
We know that p= 1.67/P(n)
And b(x) = (8*1.67)/(9*M(nx)
However having difficult time manipulating values to enter the Table without wasting much time on wrong trial sections. Help much appreciated.
Thanks






RE: AISC Table 6-1
RE: AISC Table 6-1
RE: AISC Table 6-1
RE: AISC Table 6-1
RE: AISC Table 6-1
If the bending is more significant, then start with the beam tables and then use Chapter H to check the interaction.
Again - what is the member to be used for? You are asking for help - how about a little background on it?
RE: AISC Table 6-1