BUILDING STRUCTURE (ARC 2522/2523) PROJECT 2 : INDIVIDUAL COMPONENT
KOTA DAMANSARA BUNGALOW JALAN POLO 10/2
NAME : CRYSTALLINA ALECIA KAYA STUDENT ID : 0318742 LECTURER : MS ANNE SZE PENG
GROUND FLOOR PLAN NTS
FIRST FLOOR PLAN NTS
SECOND FLOOR PLAN NTS
ROOF PLAN NTS
FOUNDATION PLAN NTS
STRUCTURAL GROUND FLOOR PLAN NTS
STRUCTURAL FIRST FLOOR PLAN NTS
STRUCTURAL SECOND FLOOR PLAN NTS
STRUCTURAL ROOF FLOOR PLAN NTS
QUANTITY FOR DEAD LOAD CALCULATIONS
THICKNESS OF SLAB GROUND FLOOR : 125MM FIRST FLOOR : 110MM SECOND FLOOR : 100MM ROOF : 125MM
HEIGHT OF WALL GROUND FLOOR : 4200MM FIRST FLOOR : 3600MM SECOND FLOOR : 3400
THICKNESS OF BEAMS ALL BEAMS: 450MM
QUANTITY OF LIVE LOADS ACTING ON STRUCTURE BEDROOM : 1.5kN/m3 STUDY ROOM : 1.5 kN/m3 TOILET : 2.0 kN/m3 CORRIDOR : 1.5kN/m3 STAIRS : 2.0 kN/m3 CAR PORCH : 5.0 kN/m3 ROOF : 0.5kN/m3
According to the 4th schedule of UBBL for live load according to the function space.
IDENTIFYING TYPES OF SLAB BEDROOM AREA 4950MM/3400MM= 1.45MM (2 WAY SLAB) TOILET AREA 3600MM/3287 = 1.09MM (2 WAY SLAB) CORRIDOR 1 3600MM/2250MM = 1.60MM (2 WAY SLAB) CORRIDOR 2 4813MM/1762MM = 2.71MM (ONE WAY SLAB) <2 = ONE WAY SLAB >2 = TWO WAY SLAB
STAIRS 5300MM/3150MM = 1.68MM (TWO WAY SLAB) STUDY ROOM 2450MM/1987MM = 1.23MM (TWO WAY SLAB)
LOAD DISTRIBUTION DIAGRAM
LOAD DISTRIBUTION DIAGRAM ON COLUMN