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Permissible Stresses in Steel
As per the Indian code, the permissible stresses in the tendons at the time of initial prestressing should not exceed 80% of the characteristic tensile strength of the tendons. The final prestresses after allowing for all losses of prestress should not be less than 45% of the characteristic tensile strength of tendons.
1) A propped cantilever beam ABC is 7m long.It has the point C fixed and Point A on a roller support.It carries a 200Kn point load at a distance 3m from A.There is a moment of 80KN
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Resultant Force on a Given Area of a Vertical Plane The resultant force is calculated from the average pressure: R = (AVERAGE Ρ)(A)
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