(Solved): Design a two-storey single-span reinforced concrete frame structure under seismic precautionary inte ...

Design a two-storey single-span reinforced concrete frame structure under seismic precautionary intensity 8 . The bending moment diagrams under representative gravitational load and seismic action are shown, respectively. Please determine the design values of the internal forces (bending moment and shear force) at the ends of beam AB and column AC using seismic load combination, the "strong-shear weak-bending" and "strong column weak beam" concepts. ( \( \left.\eta_{c}=1.5\right) \) (a) Gravitationalload (b) \( M \) diagram under gravitational load? \( \mathbf{k N} \cdot \mathbf{m} \) ? (c) \( M \) diagram under seismic action \( (\rightarrow)(\mathbf{k N} \cdot \mathrm{m}) \) Design a two-storey single-span reinforced concrete frame structure under seismic precautionary intensity 8 . The bending moment diagrams under representative gravitational load and seismic action are shown, respectively. Please determine the design values of the internal forces (bending moment and shear force) at the ends of beam AB and column AC using seismic load combination, the "strong-shear weak-bending" and "strong column weak beam" concepts. ( \( \left.\eta_{c}=1.5\right) \) (a) Gravitationalload (b) \( M \) diagram under gravitational load? \( \mathbf{k N} \cdot \mathbf{m} \) ? (c) \( M \) diagram under seismic action \( (\rightarrow)(\mathbf{k N} \cdot \mathrm{m}) \)