This document is a project proposal to extend a reinforced concrete structure. It includes calculations of the dead and live loads acting on the existing structure and proposed extension. The dead loads accounted for the self-weight of concrete slabs of varying thicknesses. The live loads were quantified according to the intended use of each room, such as 3.0 kN/m^2 for a laundry room and 2.0 kN/m^2 for a studio. Floor plans and structural plans of the proposed extension are also included.
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1. BUILDING STRUCTURES [ARC 2523]
PROJECT 2:
EXTENSION OF A R.C STRUCTURE
NAME : FELICIA NOVERA
STUDENT ID : 0316206
TUTOR : MR. ADIB
2. (According to 4th schedule of UBBL for
live load according to the function of
the space)
QUANTIFY DEAD LOADS
ACTING ON STRUCTURE
QUANTIFY LIVE LOADS
ACTING ON STRUCTURE
GROUND FLOOR: GROUND FLOOR:
LAUNDRY ROOM:
SLAB THICKNESS : 150mm
SLAB SELF-WEIGHT : 0.15 m x 24 kN/m3
= 3.6 kN/m2
LAUNDRY ROOM:
3.0 kN/m2
WET KITCHEN:
SLAB THICKNESS : 150mm
SLAB SELF-WEIGHT : 0.15 m x 24 kN/m3
= 3.6 kN/m2
WET KITCHEN:
3.0 kN/m2
FAMILY ROOM:
SLAB THICKNESS : 150mm
SLAB SELF-WEIGHT : 0.15 m x 24 kN/m3
= 3.6 kN/m2
FAMILY ROOM:
2.0 kN/m2
FIRST FLOOR: FIRST FLOOR:
STUDIO:
SLAB THICKNESS : 150mm
SLAB SELF-WEIGHT : 0.15 m x 24 kN/m3
= 3.6 kN/m2
STUDIO:
2.0 kN/m2
BALCONY:
SLAB THICKNESS : 100mm
SLAB SELF-WEIGHT : 0.1 m x 24 kN/m3
= 2.4 kN/m2
BALCONY:
1.5 kN/m2
![BUILDING STRUCTURES [ARC 2523]
PROJECT 2:
EXTENSION OF A R.C STRUCTURE
NAME : FELICIA NOVERA
STUDENT ID : 0316206
TUTOR : MR. ADIB](https://image.slidesharecdn.com/report-150713130450-lva1-app6891/85/Report-1-320.jpg)
