| = 6.1 — Scope | |
| == 6.1.1 This chapter shall apply to methods of analysis, | |
| modeling of members and structural systems, and calculation | |
| of load effects. | |
| = R6.1 — Scope | |
| The provisions of this chapter apply to analyses used to | |
| determine load effects for design. | |
| Section 6.2 provides general requirements that are | |
| applicable for all analysis procedures. | |
| Section 6.2.4 directs the licensed design professional | |
| to specific analysis provisions that are not contained in | |
| this chapter. Sections 6.2.4.1 and 6.2.4.2 identify analysis | |
| provisions that are specific to two-way slabs and walls. | |
| Section 6.3 addresses modeling assumptions used in | |
| establishing the analysis model. | |
| Section 6.4 prescribes the arrangements of live loads that | |
| are to be considered in the analysis. | |
| Section 6.5 provides a simplified method of analysis for | |
| nonprestressed continuous beams and one-way slabs that | |
| can be used in place of a more rigorous analysis when the | |
| stipulated conditions are satisfied. | |
| Section 6.6 includes provisions for a comprehensive linear | |
| elastic first-order analysis. The effects of cracked sections | |
| and creep are included in the analysis through the use of | |
| effective stiffnesses. | |
| Section 6.7 includes provisions for linear elastic second-order | |
| analysis. Inclusion of the effects of cracking and creep | |
| is required. | |
| Section 6.8 includes provisions for inelastic analysis. | |
| Section 6.9 includes provisions for the use of the finite | |
| element method. | |
| American Concrete Institute – Copyrighted © Material – www.concrete.org | |
| [ Lanjut Ke 6.2—General ... ] | |
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