Web2 β1 =0.85 for fc '≤4000 psi forf psi f c c 0.65 ' 4000 1000 ' 4000 1 0.85 0.05 ≥ > − β= − Fig. 1-1 Ultimate strain profile and corresponding rectangular stress distribution 1.2 Nominal and Design Flexural Strengths (Mn, and φMn) Nominal moment capacity Mn of a section is computed from internal forces at ultimate strain profile (when the extreme compressive … WebBasic steps of technology 1. Checking the structures existing/done before and site 2. Layout of the planned structure 3. Preparation of the formwork (concrete, reinforcement) 4. Assembling the formwork 5. Placing the reinforcement 6. Placing the concrete 7. Consolidating and curing the concrete 8. Disassembling of the formwork (striking) 9.
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