Refer From National Structural Code of the Philippines (NSCP) 2015 Minimum Design Loadings 1. Utilize live load for basi

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Refer From National Structural Code of the Philippines (NSCP) 2015 Minimum Design Loadings 1. Utilize live load for basi

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Refer From National Structural Code of the Philippines (NSCP)2015 Minimum Design Loadings1. Utilize live load for basic floor area of residentialbuilding2. 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 solution with support reactions, sheardiagrams, moment diagrams, points of zero shear, inflection points,primary reinforcement detail and section)
Refer From National Structural Code Of The Philippines Nscp 2015 Minimum Design Loadings 1 Utilize Live Load For Basi 1
Refer From National Structural Code Of The Philippines Nscp 2015 Minimum Design Loadings 1 Utilize Live Load For Basi 1 (298.42 KiB) Viewed 62 times
Refer From National Structural Code Of The Philippines Nscp 2015 Minimum Design Loadings 1 Utilize Live Load For Basi 2
Refer From National Structural Code Of The Philippines Nscp 2015 Minimum Design Loadings 1 Utilize Live Load For Basi 2 (283.52 KiB) Viewed 62 times
Second Floor Framing Plan 5@4m=20m B4 C4 3 S2 CONCERTS S4 2 B3 C2 S3 B1 Symmetrical about 1-B2- TWICE Opening 12@5m= 60 m S1 KONECONCESCANEKENKESE KOMECHICENSCHENKEN 150 mmCHB
Second Floor Framing Plan 5@4m=20m B4 C4 S2 S4 2 B3 C2 S3 COMECINCTS KINKIKI B1 C3 Symmetrical about B2- Opening C1 12 @5m= 60 m S1 KANKINCENSANCHKENCINĘ KONCEICENCECEN O
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