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Determine strap beam with suitable demonstration.
Here observe that Re becomes greater than Pe by a magnitude of V while Ri becomes less than Pi by a magnitude equal to V. You can obtain the footing areas by dividing the reactions Ri and Re by net allowable soil pressures. These values are based on an assumed value of e and have to be recomputed until the trial e and actual e are the same.
Strap Beam
The interior footing is designed as an isolated column footing subjected to a load Ri. The exterior footing is considered as under one way transverse bending similar to a wall footing. The longitudinal steel is furnished by extending the strap steel into the footing. The selection of footing thickness and reinforcement should be based on factored loads consistent with IS code and Limit State Design Approach.
The strap beam is assumed to be a flexural member with no bearing on the soil underneath. The strap is designed as a rectangular beam subjected to a constant shearing force and a linearly varying negative bending moment.
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law of belting
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Consider a trapezoidal channel with a bottom width of 4 m, side slopes of 3:1 (H:V), and a bottom slope of 0.002 that carries 50 cms. The channel has a Manning's roughness of 0.034
Using Mohr's Circle Method determine the stresses acting on the plan as shown in figure. Also write the procedure.
Nominal Stress and True Stress: Nominal stress is the ratio of force per initial cross sectional area (original area of cross section). Nominal stress = Force / initial ar
List out the Types of fixtures? Milling fixtures Lathe fixtures. Grinding fixtures Broaching fixtures Assembly fixtures Inspection fixtures Boring f
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digram of michelson inteferometer
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