September 2023

Two design options of a business building on a 10.0 hectare site are being compared for built-up area

Two design options of a business building on a 10.0 hectare site are being compared for built-up area

Q. Two design options of a business building on a 10.0 hectare site are being compared for built-up area. Floor to floor height of Option A is 3.6 m and that of Option B is 4.5 m. If the maximum allowable building height is 45 m with same ground coverage for both options, the additional

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Which of the following pairs is not correctly matched?

Which of the following pairs is not correctly matched? [RE-AIPMT 2015]

Which of the following pairs is not correctly matched? [RE-AIPMT 2015] Mode of reproduction                                 Example Option 1 : Rhizome                                                         BananaOption 2 : Binary fission                                                SargassumOption 3 : Conidia                                                           PenicilliumOption 4 : Offset                                                              Water hyacinth

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The indoor illumination requirement for a building is 350 Lux. If the daylight factor is 2.7

The indoor illumination requirement for a building is 350 Lux. If the daylight factor is 2.7

Q. The indoor illumination requirement for a building is 350 Lux. If the daylight factor is 2.7 and the design sky illuminance is 9000 Lux, then the required supplementary artificial lighting is________Lux. Ans: 107 to 107 Sol: The three components contributing to daylight factor are: (a) sky component (SC), (b) externally reflected component (ERC), and

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The live load and dead load in a three storeyed residential building, transferred through a single column

The live load and dead load in a three storeyed residential building, transferred through a single column

Q. The live load and dead load in a three storeyed residential building, transferred through a single column, is 12 tons and 18 tons respectively. If the soil bearing capacity is 10 ton/sqm and the factor of safety is 1.5, the area of column footing is sqm Ans: 4.0 to 5.0 Sol: Given, Live load = 12 ton. Dead load = 18 ton.Total load = 30 ton.Factor of

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