SYMBOLSSteel Columns subject to axial force and flexure about both axes design are explained in detail under this title.
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Symbols
Pr: Required axial force resistance for = required axial strength determined using LRFD or ASD load combinations, kips (N)
Pc: Strength of axial compressive force available according to Section EMr: Required bending moment strength for = available axial strength, kips (N)
Mr = required flexural strength, determined using LRFD or ASD load combinations, kip-in. (N-mm)
Mc: current bending moment strength according to Section F = available flexural strength, kip- in. (N-mm)
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Design for Axial Force and Flexural Moment
The strength calculation is made by taking into account considers the combined stresses created in the elements under flexural and axial force.
The superposition of the stresses only applies to similar stresses.
The superposition rule does not apply to stability losses.
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Design with AISC 360-16
Equation H1.1 is used for biaxial and single symmetry axis members under the influence of axial compression and flexural moment.
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Mathinline body --uriencoded--$$ \normalsize \mathrm%7BWhen%7D \;\; \dfrac%7BP_r%7D%7BP_c%7D \ge 0.2 \;\;\;\;\;\;\;\;\;\;\; \dfrac%7BP_r%7D%7BP_c%7D + \dfrac%7B8%7D%7B9%7D \bigg(\dfrac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D+\dfrac%7BM_%7Bry%7D%7D%7BM_%7Bcx%7D%7D \bigg) \le1.0 \;\;\;\;\;\;\;\;\;\;\;\;\;\; \;\;\;\;\;\;\;\;\;\;\;\;\;\; (H1-1a) $$ Mathinline body --uriencoded--$$ \normalsize \mathrm%7BWhen%7D \;\; \dfrac%7BP_r%7D%7BP_c%7D \ge 0.2 \;\;\;\;\;\;\;\;\;\;\; \dfrac%7BP_r%7D%7B2P_c%7D + \bigg(\dfrac%7BM_%7Brx%7D%7D%7BM_%7Bcx%7D%7D+\dfrac%7BM_%7Bry%7D%7D%7BM_%7Bcx%7D%7D \bigg) \le1.0 \;\;\;\;\;\;\;\;\;\;\;\;\;\; \;\;\;\;\;\;\;\;\;\;\;\;\;\; (H1-1b) $$
Flexural design is explained under the title of Design of Steel Members for Flexure per AISC 360-16 §F
Compression design is explained under the title of Design of Steel Members for Compression per AISC 360-16 §E
Design axial strength,
(LRFD)Mathinline body $$ \normalsize P_c =\phi_c P_n $$ Allowable axial strength
(ASD)Mathinline body $$ \normalsize P_c =P_n/ \Omega_c $$ Design flexural strength,
(LRFD)Mathinline body $$ \normalsize M_c =\phi_b M_n $$ Allowable flexural strength
(ASD)Mathinline body $$ \normalsize M_c =M_n/ \Omega_b $$
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