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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 <br /> pg. 80 <br />4.8.3 COUPLING BEAM DESIGN – HOTEL BUILDING <br />The following table shows the design parameters for each link beam as well as the ACI requirements <br />verification and the Demand Capacity Ratios (DCR) for shear and moment. For the current design <br />approach, all beams are designed as diagonally reinforced coupling beams. The beams as shown in the <br />following table are found to have adequate capacity for shear as well as moment. <br />Link beam labels for Hotel core wall are shown as below: <br /> <br /> <br />Figure 4.8-3: Core Wall Plan for Hotel building Coupling Beam Labels <br /> <br />