Thank you for the question sir. The unit weight of a 225mm Nigeria block that is plastered with cement binder of a thickness not more than 50mm at both sides has been established to be 3.47kN/m2. Yes, you’re right! However, the load applied to the beam in the above video is not a 225mm block wall load. The load I applied is a nominal load for the sake of analysis and review purpose. This is the same load I applied in the second episode of this review. Let me know if I’ve answered your question.
@@ridwantician kindly explain what you mean by a nominal load. I am talking in real life design. Because when calculating the dead load of the beam. You consider factored self weight of the beam and the wall load and finishes. I am honestly trying to understand what you mean by nominal load.
@@isahshehu1183 What I’m saying in essence is, I didn’t apply load of block wall to the beam. I basically applied a uniform load of a known value. The beam in this video is not a storey beam or a foundation beam. It’s just an idealized beam which is loaded with an idealized load for the purpose of the review.
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Good day Mr ridwan, why did you made the unit weight of the block to be 15.
The unit weight of block is 3.4Kn/m according to my understanding
Thank you for the question sir. The unit weight of a 225mm Nigeria block that is plastered with cement binder of a thickness not more than 50mm at both sides has been established to be 3.47kN/m2. Yes, you’re right!
However, the load applied to the beam in the above video is not a 225mm block wall load. The load I applied is a nominal load for the sake of analysis and review purpose. This is the same load I applied in the second episode of this review. Let me know if I’ve answered your question.
@@ridwantician kindly explain what you mean by a nominal load. I am talking in real life design.
Because when calculating the dead load of the beam.
You consider factored self weight of the beam and the wall load and finishes.
I am honestly trying to understand what you mean by nominal load.
@@isahshehu1183 What I’m saying in essence is, I didn’t apply load of block wall to the beam. I basically applied a uniform load of a known value. The beam in this video is not a storey beam or a foundation beam. It’s just an idealized beam which is loaded with an idealized load for the purpose of the review.
@@ridwantician ok now I understand. Thanks
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