Bagman2524
Structural
- Jul 14, 2005
- 707
Anyone know why there is no longer a 42 ksi in Table 4-14 (Available Critical Stress for Compression Members) of the new 15th edition manual?
Table 2-4 shows A500 Grade B yield stress of 42 ksi for Round HSS and 46 ksi for Rectangular HSS.
13th edition (Table 4-22) has both 42 ksi and 46 ksi in it. Don't know if both are in the 14th edition.
All I know is P/A and Mc/I
Table 2-4 shows A500 Grade B yield stress of 42 ksi for Round HSS and 46 ksi for Rectangular HSS.
13th edition (Table 4-22) has both 42 ksi and 46 ksi in it. Don't know if both are in the 14th edition.
All I know is P/A and Mc/I