#3 ties at 16 in. 16 in. 8 #8 bars 22 in. For the column shown above, use interaction diagram to compute My about the Y- axis for the following cases: a) Pu= 583 kip b) P= 130 kip c) e = 4 in. in the X-direction
#3 ties at 16 in. 16 in. 8 #8 bars 22 in. For the column shown above, use interaction diagram to compute My about the Y- axis for the following cases: a) Pu= 583 kip b) P= 130 kip c) e = 4 in. in the X-direction
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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