### Analysis and Design of Building Components (Part 3)

COLUMN (C-7):- Assume column size = 10″ x 15″ = 150 sq. inch a) Load Calculation:- Load from F. B – A2,A3 =  = 15.19 kip Load from F. B – A3,A4 =  = 8.25 kip Load from F. B – A3,D3 =  = 15.95 kip Self weight of Column =  x 150 x (10 […]

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### Analysis and Design of Building Components (Part 2)

Floor beam, F. B (C3, C4):-  Beam size = 10″ x 12″ Effective depth, d = 12″ -2.5″ = 9.5″  a) Load Calculation:-  Self weight of beam            =  x 150                = 125 Ib/ft All main wall weight          =    ( 10′ – ) x 120 = 450 .....

### Four Storied Building with Interior and Without Interior Columns at Ground Floor

INTRODUCTION:  General:  Bangladesh is one of the most density populated countries of the world. The population of Dhaka city is much higher than its capacity. The pressure on the land is tremendous, land value is already very high and continuously increasing. People who cannot have a piece of .....

### Call Centre Technology Framework and Architecture

Introduction: Telecommunications and information systems, both hardware and software, make up the heart of the Call Center. During the implementation phase, adequate time should be allowed to assess all requirements; in particular, the information systems hardware installation process will need.....

### Analysis Between a Beam Supported Structure and a Flat Plate Structure (Part 3)

COMPARATIVE STUDY:  General: The buildings are analyzed for determine the best condition which can be constructed economically. The behavior of each condition is observed carefully. Then suitable condition is selected and suitable dimensions as well as steel area are also determined. The chapter.....

### Analysis Between a Beam Supported Structure and a Flat Plate Structure (Part 2)

Shear reinforcement design: Vs = Vu – φVc = 40.84 – (2 * 0.85√3500 * 10 * 16) / 1000 = 24.78 kip 4 √fc   bw d = (4√3500 * 10 * 16) / 1000 = 32.183 kip Vs < 4√fc      bw d    So, ok Stirrup spacing: 1)      Smax = Avfy / 50 bw = […]

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### Analysis Between a Beam Supported Structure and a Flat Plate Structure

INTRODUCTION General: When a slab is supported directly on columns, without beams and girders, it is called a flat plate slab. Although thicker and more heavily reinforced than slabs in beam and girder construction, flat plate slabs are advantageous because they offer no obstruction to passage of.....

### Thesis Paper on Longer Span Floor Beams System of Edge Supported Structures (Part 2)

CHAPTER VI STRUCTURAL DESIGN OF TYPE-IIBUILDING Introduction: In this chapter, the four storied building is analyzed and designed by ultimate strength design (USD) method as per discussions made in Chapter III and references provided by Winter and Nilson (1997 & 2003). For space limitations, .....

### Thesis Paper on Longer Span Floor Beams System of Edge Supported Structures

CHAPTER I INTRODUCTION General: The chief task of the structural engineer is the design of structures. The single most important characteristics of any structural member is its actual strength, which must be large enough to resist, with some margin to spare, all foreseeable loads that may act on .....

### Report on Organizational Structure and Critical Review of Diamond Valley Homes

Background of the Term Paper   This Term paper entitled “Organizational Structure in My Organization: A Critical Review” is a fundamental requirement for the completion of the course ETHM-505. The main purpose of this term paper is to relate the issues covered in this course with the activi.....