There are several failure theories to answer this question. ASME did lot of work and established these things. For a convincing explanation, "FAILURE OF MATERIALS IN MECHANICAL DESIGN by J.A. COLLINS can also be read together with international design codes and similar books and research papers on the subject. I am working on this subject since three decades to provide a most appropriate and convincing formulae for calculation of permissible stresses for a given material. I am confident that my research in this direction gives immense and permanent relief to the worldwide community of mechanical design engineers involved in the design process ranging from safety-pin to spacecraft. Most importantly, my research work in this direction is aimed at putting the world on a common platform since the permissible stresses or allowable stresses are different for different international design codes. Since all my research works are self-assigned, self-guided and most painfully - self-financed, paucity of funds often forces me to go slow. However, come what may, I will complete my research before my death or inability to benefit our rapidly changing technological world and to cause rapid growth of science, engineering and technology essentially meant for the overall well-being of human life, animal life and plant life. Nori VSN Murthy, Independent Researcher, A temporary visitor on earth working for a common cause.
You may increase the slab thickness and/or calculate the steel reinforcement required to withstand against the applied shear stress.
Types of stress in physics are... 1) Tension 2) Compression 3) Torsion 4) Bending 5) Shear
MAXIMUM SHEAR force bending moment is zero shear force change inside is called bending moment
If you load it normal to the beam axis you get bending stresses ( tension and compression) and shear stresses. If you load it along the axis you get axial stress ( tension or compression)
Shear is the rate at which bending moment changes or shear is its derivative with respect to span. The integral, bending moment, goes through a maximum when shear goes from positive to negative or vice-versa.
no
according to bending stress because shear stress at neutral is 0 that is why shear force is maximum
As far as I am aware: Tension, Compression, Shear, Bending, Bearing.
You may increase the slab thickness and/or calculate the steel reinforcement required to withstand against the applied shear stress.
Shear and torsion forces are a combination of bending stress. This stress characterizes the behavior of a structural object subjected to an external load, which is applied perpendicular to the axis of the object.
There actually only 3 principle types of stress: Tensile, Compressive and Shear. The other two are actually combinations of those three. Those stresses are torsional and bending. Torsional stress is generally a tangentially arranged collection of shear stresses. Bending is a combination of both compression and tension on opposite sides of a neutral plane through the bending section.
Types of stress in physics are... 1) Tension 2) Compression 3) Torsion 4) Bending 5) Shear
On SFD's and BMD's: The shear force will be 0, the shear force is the derivative of the bending moment at a point on shear force and bending moment diagrams. Otherwise: It depends on the loading.
The maximum stress occurs where shear load is maximum and maximum stress is at the center of the beam cross section if loaded in shear due to bending. It drops to zero at the top and bottom surfaces. The average stress is load divided by area ; maximum stress is dependent on shape of cross section and is 1.5 times load divided by area at the cross section center for rectangular cross section. For shear due to twist, max shear stress in the outer surface.
MAXIMUM SHEAR force bending moment is zero shear force change inside is called bending moment
If you load it normal to the beam axis you get bending stresses ( tension and compression) and shear stresses. If you load it along the axis you get axial stress ( tension or compression)
Shear is the rate at which bending moment changes or shear is its derivative with respect to span. The integral, bending moment, goes through a maximum when shear goes from positive to negative or vice-versa.