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Showing posts with label Variations. Show all posts
Showing posts with label Variations. Show all posts

Tuesday, August 13, 2019

Variations among framed structures & load bearing structures

Structures are available with several models like solid, framed, shell, load bearing, membrane, composite, trusses, cables and arches, surface structure etc. They are categorized depending on the geometry so as to obtain strength and withstand various types of loads.
Under a framed structure system, a framework or ‘skeleton’ comprising beams and columns is applied to bear the structural loads down the building to the foundations. Generally, the framework is made of steel or reinforced concrete, but in very small (normally single-storey) structures, it is built with timber or aluminium.
Under a non-framed structure system, the wall itself becomes load-bearing. These load-bearing walls are normally constructed by masonry, but reinforced concrete is also used to build up them. Here, the loads are transferred to the foundations through walls.
Given below, the points of variations among framed structure and load bearing structure.
1. Framed Structure: A framed structure integrates different structural components like beam, column and slab which are attached together to defend the gravity and various lateral loads. The purpose of these structures is to control the large forces, moments caused by the applied loads.
Load Bearing Structure: In Load bearing structure, the loads of the roofs along with lateral loads are carried by walls, and through walls they are delivered to lower floor and finally to foundations.
2. Framed Structure: Framed structure contains beam, column, and slab.
Load Bearing Structure: Load bearing structure contains heavy masonry walls with brick or stone that provides support to the whole structure.
3. Framed Structure: In framed structure, vertical load transfer path directs from slab/floor to beam, beam to column and column to footing and then to soil.
Load Bearing Structure: In load bearing structure, vertical load transfer path directs from slab/floor to walls and walls to footing.
4. Framed Structure: Multi storey buildings with various heights are built up. These buildings are normally suitable for office, hotel, residential apartment and provide the vertical circulation in the form of stairs and lifts which engross up to 20% of the floor area.
Load Bearing Structure: Limited storey buildings are built up. For load-bearing construction, in several countries, even 14 storied buildings are constructed only with masonry.
5. Framed Structure: Framed structure has strong resistance capacity against Earthquake.
Load Bearing Structure: Load bearing structure is not very effective to withstand Earthquake due to its limitations. But for low rise buildings, it functions equally well.
6. Framed Structure: In framed structure all the walls are leaner.
Load Bearing Structure: In load bearing structure walls are denser.
7. Framed Structure: In these types of structures, there are lots of carpet areas and they are leaner.
Load Bearing Structure: In these types of structures less carpet area is available, as walls are thicker and hence carpet area efficiency of planning is less.
8. Framed Structure: Less excavation is required for this type of construction.
Load Bearing Structure: Higher excavation is required for this type of construction.
9. Framed Structure: It is less material intensive.
Load Bearing Structure: It is more material intensive and as a result the dead load is increased
10. Framed Structure: Thickness of wall is unchanged during the construction. Thickness of wall is not changed if the height is raised.
Load Bearing Structure: Thickness of wall remains inconsistent during the construction. The thickness of the wall is raised when the height is higher.
Variations among framed structures & load bearing structures

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Published By
Rajib Dey
www.constructioncost.co
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Thursday, August 1, 2019

Variations among primary beam, secondary beam and tie beam

Primary Beam: Primary beam stands for a horizontal beam that joins columns (simply supported or shear connected) to transmits the load of a structure from secondary beam (when exist) to the columns right away.
Generally, primary beams are found in a regular building structure. The depth of the primary beams remains higher as compared to secondary beams. Primary beam functions as a medium among columns and secondary beams.
Secondary Beam: It belongs to a horizontal beam that joins primary beams (simply supported or shear connected) to transmit the loads of a structure to the primary beam. It is not directly attached to the columns.
The purpose of these beams is to support and minimize the deflection of beams and slabs.
Tie Beam: It belongs to a horizontal beam that joins two rafters in a roof or roof truss to transmit the load of the rafter to the column of the structure as well as tighten the entire building structure.
Normally, it is found in roof truss.


• Tie beam normally binds the columns and foundation at certain level
• Plinth beam at Plinth level
• Ground beam at Existing ground level
Variations among primary beam, secondary beam and tie beam

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Published By

Rajib Dey

www.quantity-takeoff.com

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Wednesday, July 17, 2019

Basic variations among Shear Stress and Tensile Stress

Stress refers to a quantity that defines how much deforming force is employed per unit area of an object. Shear and tensile stress stands for several types of stress where the forces operate on an object in a various ways.
The major variation among shear stress and tensile stress is that tensile stress is produced when a deforming force is employed at right angles to a surface, while shear stress is produced when a deforming force is employed parallel to a surface.
Definition of Tensile Stress: Tensile stress occurs in a situation when a deforming force, operating perpendicular to the surface of the object pull on the object, trying to elongate it. In this context, tensile stress belongs to a type of normal stress produced by forces perpendicular to the surface of an object.
The other type of normal stress ranges from compressive stress, where a force operates perpendicular to a surface and push in on the surface, trying to curtail it.
Suppose, the force perpendicular to the surface is taken as F and the area of the surface is A, then tensile stress (σ) is measured as follow :-
Tensile strain (ϵ) belongs to the change in length () as a fraction of the original length (x0) :
A quantity known as young modulus (E) defines how comparatively difficult it is to expand a given material. This quantity is given as follow :-
E = stress / strain = σ / ϵ
Shear stress belongs to cases where the deforming force remains parallel to a surface.
The shear stress is again identified as the ratio of the force to the area:
The variation among tensile stress and shear stress occurs in the directions of forces.
The shear strain is provided as follow :
The shear modulus is a quantity that defines how difficult it is for a material to be deformed through a shear stress. The shear modulus for a material is identified as:
Given below, common differences among Shear Stress and Tensile Stress
Direction of Forces: Forces which produce tensile stress remain at right angles to a surface. Forces which produce shear stress function parallel to a surface.
Deformation of the Object: Due to tensile stress, the objects are elongated. Due to shear stress, the one surface of an object is dislocated relating to the surface opposite to it.
Relative Strengths: Solid materials deform quickly under shear stress than under tensile stress. 

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Basic variations among  Shear Stress and Tensile Stress

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Published By
Rajib Dey
www.constructioncost.co
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