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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.
Structural notches In t he case of solid solution strengthened alloys and age hardenabled steel, the variation in heat i/o during welding may cause localized grain coarsening o
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modified soderberg line method
The following data was obtained from an orthogonal cutting test : Rake angle = 20o, Depth of cut = 6 mm Feed rate = 025 mm/rev Chip length before cutting = 29.4 mm Chip
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Record Keeping Systematic process for collecting information on employees health, working conditions and any accident requirement be established in a company. Various differe
Determine the stability of the closed loop system whose open loop transfer function is Use the Nyquist criterion
Design varies with scale of operation The design of a fermenter varies with scale of operation from lab (1-20L), to pilot (up to 5000L) to production (to >200,000L) scales. Th
how water turbine workes
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