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Engineering · Civil Engineering
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Problem-1 A simple floor framing system is shown in Figure 1. Specified dead loads are as follows: floor finish 0.10 kPa concrete cover slab and steel deck- 2.65 kPa mechanical and suspended ceiling 0.45 kPa partition allowance 1.2 kPa sprayed fire protection N/A The mass of steel beam BM2 may be taken as 114 kg/m, and the mass of girder G3 may be taken as 228 kg/m. All beams and girders are simply supported. The building is to be used for reading and study rooms of a library with the possibility of moveable partitions. Serviceability limit states require that deflections due to live load only must be less than 1/360 of the span. Find out the design moment and shear force for the girder G3. 3 4 G3 50 1500 150o
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