I am comparing between the design of Column splice for SCBF and SMF.
1- Nominal Flexural Strength
For SCBF, AISC 341 page 3-163
Nominal Flexural Strength was determine using Table 6-1 and from Mn = 8/9bx phi
For SMF, AISC 341 page 4-75
Mpc was determined as Mpc = Fy * Zx
Any Explanation?
2- Shear Strength
For SCBF, AISC 341 page 3-164
Vu= Muc/H was Not compared with Vu from load combinations
For SMF, AISC 341 page 4-75
Vu - Muc/H was Compared with Vu from load combination and larger value was taken
Any Explanation?
1- Nominal Flexural Strength
For SCBF, AISC 341 page 3-163
Nominal Flexural Strength was determine using Table 6-1 and from Mn = 8/9bx phi
For SMF, AISC 341 page 4-75
Mpc was determined as Mpc = Fy * Zx
Any Explanation?
2- Shear Strength
For SCBF, AISC 341 page 3-164
Vu= Muc/H was Not compared with Vu from load combinations
For SMF, AISC 341 page 4-75
Vu - Muc/H was Compared with Vu from load combination and larger value was taken
Any Explanation?