The size of the grid slab is 18m x 35m. AstX The reinforcements in beams are designed for flexure and shear forces along the length of the beam based on structural analysis. The bending moment is maximum only at certain section and it differs with different values for other section. Hence, the size of the beam is designed considering the maximum bending moment in it and is generally kept uniform throughout its length.
But the reinforcement can be altered from section to section by curtailment or by cranking according to the requirements. The span by depth ratio for a span length of 4. Positive B. Using 8mm diameter two-legged stirrups the spacing is: 0. In our case, it is proposed to be a short column because the effective length exceeds 12 times the least lateral dimension. The column of size mm x mm is located on the inner side of the building.
It has to be well planned and carefully designed to ensure safety and stability of the structure. The foundation provided for an RC column is called a column footing. Reinforced concrete footings are designed to resist the design factored moments and shear forces due to imposed loads. The area of the footing does not exceed the safe bearing capacity of the soil.
According to the geometry and shape there are many types of stair cases like open well, dog-legged, spiral, etc. It comprises of two adjacent flights running parallel with a landing slab at mid height. Water tightness is an important criterion in water tanks. The rectangular R. C water tank with an open top is required to store 40, litres of water. The side dimensions of the tank may be taken as 4. The tank is rest on the roof of second floor.
Thus the plan, section and elevation of shopping mall building is drawn using software AutoCAD, analysis of the structure is done using STAAD Pro, designs were successfully done by manual calculations. Hence it is concluded that the analysis of the structure was done by considering all external forces and design as safety to resisting all external forces acting on the structure.
We also gained much knowledge about the planning, analysis and design of a shopping mall. Open navigation menu. Close suggestions Search Search. User Settings. Skip carousel. Carousel Previous. Carousel Next. What is Scribd? Explore Ebooks. Bestsellers Editors' Picks All Ebooks. Explore Audiobooks. Bestsellers Editors' Picks All audiobooks. Explore Magazines. Editors' Picks All magazines. Explore Podcasts All podcasts.
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Jump to Page. Search inside document. Longitudinal direction BMD of the critical frame Fig 3. Longitudinal direction SFD of the critical frame Fig 3.
IS plain and reinforced concrete — code of practice. SP Design aids for reinforced concrete to IS SP Design aids for reinforced concrete Harold Taylor. Sulaiman Mohsin AbdulAziz. Ram Babu. Zeeshaan Bhatt. Angela Jackson. Andres Antonio Moreno Castro. Aravindan: As traffic congestion reaches crisis proportions in many locations, the vaunted convenience of mall shopping is disappearing.
Most malls can be reached by only one means—the automobile—and, in more and more metropolitan areas, this puts them at a disadvantage in relation to locations that are walkable or linked to public transit, and that offer more multidimensional urban environments. All the requirements should be taken up and the number of alternative proposal should be prepared. On comparing its advantage and disadvantage the best one should be adopted.
Planning mainly depends upon the climatic condition. In some places orientation of the shopping complex is not at the choice of the designer because a limited area is only allotted. The ventilators should be regularly distributed in the same way as windows. This process requires the knowledge of structural mechanics which includes mechanics of rigid bodies i. A brief review is taken of structural analysis to refresh the basic principles.
Pro 3. Horizontal slabs of steel reinforced concrete, typically between and millimeters thick, are most often used to construct floors and ceilings, while thinner slabs are also used for exterior paving. A rectangular reinforced concrete slab which spans a distance very much greater in one direction than the other; under these conditions, most of the load is carried on the shorter span.
Overhanging Beam It is a type of simply supported beam which overhangs from its supports. An overhanging beam may overhang on one side only or on both sides of the supports. Rigidly Fixed or Built-In-Beam It is a type of beam in which both ends are fixed and carries a point load at its centre. Columns are frequently used to support beams or arches on which the upper parts of walls or ceilings rest.
The purpose of foundation to effectively support the superstructure. The foundation provided for a RC column is called as column base or a column footing reinforced concrete footing are designed to resist the design factored moments and shear force due to the imposed loads.
The area of the footing should be such that the bearing pressure developed at the base of footing does not exceed the safe bearing capacity of the soil. A stair consists of a number of steps leading from one floor to another. The main aim of providing stairs is for an easy and quick access to different floors. These stairs may have Straight run with a single flight between floors Straight run with a series of flights without change in direction.
The change in direction may be accompanied by providing either introducing quarter space landing or by providing winders. This type of stair is called as half turn stair. That is the direction is changed three times. Geometrical stairs: These stairs have no newel post and may be of any geometrical shape. The directional changes are effected by providing winders. Bifurcated stairs: These stairs with a wide flight. This is subdivided after the landing into two narrow flights from either side of the landing.
It has an excellent view in a building. Septic tanks can be coupled with other onsite wastewater treatment units such as bio filters or aerobic systems involving artificial forced aeration. Periodic preventive maintenance is required to remove the irreducible solids that settle and gradually fill the tank, reducing its efficiency. Sludge storage at 0. Sedimentation volume for a clear span of 0. Sludge digestion at 0. Hence the design is safe.
In this building detailed plan on design are prepared as per standard specification. We have designed the building according to IS and we have used the limit state concept for the members. By this project the objective of entertaining the people under one roof is met with the inclusion of all the amenities and requirements.
The attempt of this project made us to understand concepts of design of slab, beam, column and footing we gained knowledge in softwares like STAAD.
National Building Code — Design standards for urban infrastructure shopping centres and other public urban spaces, Edition 1 Revision 0, page no: Journal City Walk , page no: 5.
Design Standards of Shopping Mall, April 1, , page no: 95 6. IS part 2, Design loads Table Related Papers. Department of Civil Engineering B. By dayanand choudhary. By Mahesh Raj Bhatt. Download pdf.
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