Minimum Flexural Strength of Columns (∑Mnc ≥ 1.2 ∑Mnb)
As per Equation 18.7.3.3 of ACI 318-19, the following equation need to be satisfied for Beam-Column Joint of Specials Moment Frame ∑Mnc ≥ 1.2 ∑Mnb
COLUMN CAPACITY INTERACTION DIAGRAM
Joint Shear Calculation in SMRF Design
Code Compliance: ACI 318-19, ACI 318-08, BNBC-2020 Reference: CRSI- Design Guide on the ACI 318 Building Code Requirements for Structural Concrete Note:1 Joint Type: I – Column Continuous or Column extension is provided that satisfies ACI 15.2.6 As per ACI 15.2.6 – A column extension assumed to provide continuity through a beam-column joint in the […]
Transverse Reinforcement – RCC Beam (SMF)
Code Compliance: ACI 318-19, ACI 318-08, BNBC-2020 Reference: CRSI- Design Guide on the ACI 318 Building Code Requirements for Structural Concrete
Protected: Transverse Reinforcement in SMRF Columns & Shear Wall Boundary Elements
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