RobertEIT
Structural
- Aug 18, 2008
- 63
There is a conflicts in AISC-13th: on page 9-19, Web crippling at Beam Ends, at bottom table, for distance x>=d/2, only R3 is multiplied by 2, R4 does not apply factor 2. But on Table 9-4 from page 9-38 to 9-51, both R3 and R4 are to be multiplied by 2 when distance x>=d/2.
Table 9-4 conflicts with formulas on page 9-19.
Is table 9-4 wrong?
Table 9-4 conflicts with formulas on page 9-19.
Is table 9-4 wrong?