Civil MDC

Cellular Beam Design Based on AISC 360-10 2

Cellular Beam Design Based on AISC 360-10

Designing cellular beams based on the American Institute of Steel Construction (AISC) 360-10 specification involves following the provisions outlined in the code. Cellular beams, also known as castellated or cellular composite beams, are steel members with regularly spaced openings or cells along the length of the beam. These openings reduce the weight of the beam while maintaining structural integrity.

Here are the general steps involved in designing cellular beams according to AISC 360-10:

Determine the design loads: Identify the applied loads on the beam, including dead loads, live loads, and other relevant loadings specified by the project requirements or applicable building codes.

Select the beam section: Choose a suitable cellular beam section based on the anticipated loads, span length, and other design considerations. The section properties, such as moment of inertia and section modulus, are crucial for analyzing the beam’s behavior.

Evaluate flexural strength: Calculate the flexural strength of the cellular beam using the provisions outlined in AISC 360-10. Consider the design strength of the steel material, the effective section properties of the cellular beam, and the appropriate limit states (e.g., yielding, lateral-torsional buckling).

Check shear strength: Verify that the cellular beam meets the shear strength requirements specified in AISC 360-10. Evaluate both the shear capacity of the individual cells and the overall shear strength of the beam, considering any concentrated or distributed loads.

Assess deflection and serviceability: Evaluate the deflection of the cellular beam under the applied loads and ensure that it meets the serviceability requirements. Check deflection limits based on the project specifications or building codes.

Connection design: Design the connections between the cellular beam and the supporting members, considering factors such as load transfer, stability, and constructability. Refer to AISC 360-10 for guidance on connection design requirements.

Check for other limit states: Assess other limit states that may be applicable to cellular beams, such as web crippling, local buckling, and stability under various loading conditions. Follow the guidelines provided in AISC 360-10 to ensure the beam’s overall stability and performance.

Documentation and detailing: Prepare detailed drawings and specifications for the cellular beam, including dimensions, reinforcement requirements, welding details, and any specific construction requirements. Follow AISC 360-10 guidelines for proper documentation.

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