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 & B3 of the Second Floor Framing PlanProvided (Show your solution e.g support reactions, shear diagrams,moment diagrams, points of zero shear, inflection points, primaryreinforcement detail and section)
Second Floor Framing Plan 5@4m 20 m B4 S2 S4 B3 C2 $3 B1 C3 E Symmetrical about f^ B2- A Opening C1 12 @5m= 60 m S1 150 mmCHB
Second Floor Framing Plan 5@4m= 20 m DWXING KOWE MĘ B4 INCON C4 S2 MECHICENCE EMIECHICENG CHICCHIER S4 B3 C2 3 MO M S3 #XONCESIE KONEXHARING EMRCHARDHMECHER 18 HEXAKT CHRIS CHERR C3 Symmetrical about 3. B2 CHANCHHICES Opening C1 CHEZURE MIXURI 12 @5m= 60 m S1 KANCERICESHO CANCEHAKESHCHECHICESCHICH 150 mmCHB O (w
Second Floor Framing Plan 5@4m 20 m B4 S2 S4 B3 C2 $3 B1 C3 E Symmetrical about f^ B2- A Opening C1 12 @5m= 60 m S1 150
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Second Floor Framing Plan 5@4m 20 m B4 S2 S4 B3 C2 $3 B1 C3 E Symmetrical about f^ B2- A Opening C1 12 @5m= 60 m S1 150
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