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I need help. This is NOT needed ASAP so please make sure theanswer you will provide is correct and all the requirements areincluded. Thank you in advance.
Refer from NSCP 2015 Minimum Design Loadings
1. Utilize live load for basic floor area of residentialbuilding
2. Use acoustical fiber boards for ceiling, consider marble andmortar on stone concrete fill for floor finishes, and includemovable partitions.
*Use 125mm slab thickness
*Design completely B2 and B3 of the Second floor framing planprovided. (Please show your solution. Please include: supportreactions, shear diagrams, moment diagrams, points of zero shear,inflection points, primary reinforcement detail and section)
Second Floor Framing Plan 5@4m = 20 m B4 C4 S2 S4 B3 C2 S3 XHAKIM (3) B1 C3 Symmetrical about B2. Opening 12@5m= 60 m S1 150 mmCHB
Second Floor Framing Plan 5@4m= 20 m B4 C4 S2 S4 B3 C2 S3 3 B1 CONCEN C3 Symmetrical about B2- Opening 12@5m= 60 m S1 150 mmCHB