File Name: load bearing structure and framed structure .zip
We can see here the main element is The wall which is Actually load carrying member too. And Problem is also that When tje wall collapse in any situation then whole structure will collapse. To make load bearing Structure more stronger then we have to increase the wall thickness but it's reduce the Room area.
The portion above the ground level and below the ground floor level is known as a plinth. The portion above the ground floor level is known as super-structure. It includes columns, walls, beams, floors, roofs, doors, windows, lintels, staircases, etc. In this article types of super-structures based on the method of load, a transfer is first presented and then the various components are discussed giving their functions and types. In this type of structure, the load in the structure is moved vertically downward through walls. Loads from roof and floors get moved to wall and then the wall must transfer these loads as well as self-weight. Such constructions are used in residential buildings in which the dimension of rooms is less.
In the load bearing structural system, the loads gets transferred from slabs to foundations through walls, while in framed structural system, loads from slabs gets.
SFS load bearing is a complete load bearing system suitable for structures up to 5 storeys without the need for a primary hot rolled or reinforced concrete frame. Load bearing structures make use of the axial capacity of the Metsec SFS studs, with studs designed as a series of columns to provide complete load bearing wall panels. The system provides a complete load-bearing superstructure for low to medium rise structures with all Metsec components supplied to site loose and are assembled in-situ with Tek screwed connections. This system has many advantages over traditional methods of construction. It is light-weight, fast track, durable and is suitable for confined sites.
With increasing urbanisation in developing countries such as India, designing low-cost and energy-efficient housing is an urgent requirement. Adoption of sustainable construction methods and materials assist in reducing the environmental impact and cost of these constructions. This paper compares the design feasibility of a single-storey load-bearing masonry building and a reinforced-concrete-framed structure for energy-efficient constructions. A systematic methodology is applied for residential buildings that come under the composite climate zone. Given energy-efficient design, two different building typologies, one a load-bearing structure with filler slab and the other a conventional reinforced-concrete-framed structure, have been analysed by a computational approach.
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The main difference between load bearing structure and framed structure is their members who are responsible for bearing and transferring the.Reply