1. Emaay oaescoy bednds.on factors for columns are 2. Explain in details for loa

Question

1. Emaay oaescoy bednds.on factors for columns are 2. Explain in details for load combinations of strength design per ACI 318 3. Explain what the benefits of using shear reinforcement are 4. Explain maximum spacing of shear stirrups per ACI 318. 5. Explain three different types of compression members 6. Explain ACI code requirement for Cast-in-place concrete columns. 7. Explain how to find the effective flange width of T-beam per ACI 318 (three different cases) 8. Explain strength design procedure for T-beam design.

Explanation / Answer

1) Because columns are mainly subjected to compression and concrete is very good in taking compression. But beams are subjected to both tensile and compressive stresses. These stressses in beams are nearly equal. As concrete is less capable to taking tension, more reduction factor is required. Hence more reduction factor for beams and less for columns.

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