Question: Part II ( 3 0 Marks ) Check the design of the primary beams using 4 5 7 1 5 2 6 0 UKB with

Part II (30Marks)
Check the design of the primary beams using 45715260 UKB with the given data. The primary beam is only restrained at the position of the secondary beam.
Use steel of grade S275 and the pre-cast slab thickness is 100mm thick and the live load is 2.5KNm2.
Figure Q.3 Primary beam restrained by secondary beamM
Part II ( 3 0 Marks ) Check the design of the

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