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discover modulus of elasticity of the compositea composite of glass fibres and epoxy contain all fibres laid along the length and is needed to carry
find modulus of elasticity of the composite under isostraina composite is made of alternate layers of 60 e-glass and 40 epoxy resin if modulii of
determine maximum stress and modulus of elasticity a composite of glass fibres and epoxy has all of fibres laid along the length and is needed to
find out the modulus of elasticitya unidirectional frp is produced with fibre volume ratio of 60 the density of fibre is 1480 kgm3 and that of matrix
determine the carbon content of steela hypoeutetoid steel which was cooled slowly from gamma-state to room temperature was found to contain 10
find the weight percent of austenite present in the steela 04 c hypoeutectoid plain carbon steel is slowly cooled from 1540oc toi slightly above
points of contraflexureassume m1 m2 and m6 be the points of contraflexure where bending moment changes sign to determine the position of m2 let a
maximum bending momentthe sf changes sign at a among a and b and at blet a section xx at a distance x from the end c as illustrated in figuresf at
determine the load on beama rectangular beam of width 200 mm and depth 300 mm is simply supported over a of 5 m determine the load that the beam
determine the width and depth of the beama timber beam of rectangular section is only supported over a of 5 m it carries an uniformly
determine the maximum uniformly distributed loada timber beam 150 mm wide amp 300 mm deep is supported simply over a of4 m determine the maximum
determine the maximum shear stressa beam of triangular cross section of base width 120 mm amp height 80 mm is subjected to a shear stress force of 3
determine the moment of resistance of the beama circular beam of diameter 100 mm is subjected to bending the maximum bending stress is restricted to
determine the maximum permissible eccentricity of the loada small hollow cylindrical column carries a compressive force of 400 kn the external
maximum elastic torquea rectangular section torsion member had dimension of 100mm by 200 mm and is built of a steel for which the shear yield point
find the maximum torque - i-sectionan i-section 150 times 80 mm has flanges 6 mm thick and web 4 mm thick discover the maximum torque that may be
design the keys - shear keysa solid circular shaft is to transmit 200 kn at 200 rpm if the maximum shear stress is not to exceed 80 nmm2 design the
discover the angle of twistdiscover the diameter of the shaft needed to transmit 60 kw at 150 rpm if the maximum torque is possible to exceed the
discover the torque on the shafta steel shaft transmits 105 kw at 160 rpm if the shaft is 100 mm diameter discover the torque on the shaft and the
compute the diameter of a solid shaftcompute the diameter of a solid shaft transmitting 150 kw at 25 rpm if the maximum shear stress in the shaft is
find out bulk modulusa steel bar of 25 mm diameter was tested on a gauge length of 250 cm in tension and in torsion a tensile load of 50 kn generated
determine the maximum torque - shaftdetermine the maximum torque that can be safely transmitted by a shaft of 400 mm diameter ifa the maximum
discover the maximum torquediscover the maximum torque that may be transmitted by the shaft of 400 mm diameter if the shear stress is not to exceed
discover the suitable diameter of the shafta shaft is required to fail while the torque on the shaft is 20 kn-m discover the suitable diameter of the
diffrence between external diameter and internal diametera compound tube is built by shrinking one tube on another the ultimate dimension being 80 mm