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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.
Classification of dynamometers, with thein neat sketch with working ?
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Prove the torsion equation T/J=τ/R=C. θ/L for the solid circular shaft. State the various assumptions used on above said equation.
The two-storey frame shown in Figure Q4 is such that the self-mass may be considered to be located at the beam levels and the beams may be presumed to be rigid. The self-mass (
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What is the procedure of becoming tutor in your program?
Step s for Method of Joint: To find force in member of the truss by this method, the three Steps which are given below are followed. Step-1 : Calculate reaction at su
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