Answer:
Step-by-step explanation:
To answer your question, I will start by outlining the requirements needed to design the interior panel C of the flat plate floor using EFM. Firstly, we need to consider the fact that fy = 414 MPa, fd = 25 MPa, LL =4.8 kN/m² and DL = 1.0 kN/m² in addition to self-weight of slab and floor height=3.66 m. Also, C1 and C2 are 460 mm and thickness of the slab hf is 216 mm respectively.
After considering the given information, we can proceed with designing interior panel C by first finding out the ultimate moment capacity for this panel according to EFM guidelines. Using a combination of flexural strength equations and suitably selected material strength constants based on slab type, we can calculate this capacity. Then determination of reinforcement size along with other design criteria such as yield line analysis need to be calculated in order to ensure stability and durability of structure under all kinds of loads. This process needs to be repeated for each interior panel in order to complete their EFM design process accurately. EFM is a powerful tool that can help you design the interior panel C of the flat plate floor shown in Figure below. With EFM, you can determine the optimal dimensions and material properties for the panel, and you can also assess the structural performance of the panel under different loads and conditions.