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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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![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)
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Report
- 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