In a loaded beam the point of contraflexure occurs at a section where
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IT DEALS WITH THE CASES OF SHEAR FORCES AND BENDING MOMENTS WHICH AFFECTS OUR MECHANICAL MOTION RESPECTIVELY , ASLIKE DEALING WITH CASES OF UNIFORM OR NON-UNIFORM LOAD DISTRIBUTION ALONG THE BEAMS BEING USED ...
IT'S AN IMPORTANT STATE OF FORCE DISTRIBUTION ... AS IT CLARIFIES ALL THE POSSIBLE FORCES BEING ACTING ON THE LOADED BEAMS...
HENCE IN THE LOADED BEAMS , THE POINT OF CONTRAFLEXURE OCCURS AT ...
WHEN A CANTILEVER OF DETERMINED LENGTH CARIES A CONCENTRATED LOAD AT IT'S FREE ENDS , SIMPLY SUPPORTED BEAMS WHEN SUBJECTED TO A CENTRAL LOAD AND IT'S LOCATION MAY VARY AS A FUNCTION OF FRICTION , [ I.E., LOAD ACTING AT THE MIDST ]
SIMPLY SUPPORTED BEAM WHEN SUBJECTED TO A UNIFORMLY DISTRIBUTED PAYLOADS , AND CONSEQUENTLY COUPLES , MOMENTS , AND ECCENTRIC PAYLOADS TOO AND MOST IMPORTANTLY ...
MULTIPLE LOAD FACTOR FLUCTUATIONS AS A FUNCTION OF LENGTH ...
IT'S AN IMPORTANT STATE OF FORCE DISTRIBUTION ... AS IT CLARIFIES ALL THE POSSIBLE FORCES BEING ACTING ON THE LOADED BEAMS...
HENCE IN THE LOADED BEAMS , THE POINT OF CONTRAFLEXURE OCCURS AT ...
WHEN A CANTILEVER OF DETERMINED LENGTH CARIES A CONCENTRATED LOAD AT IT'S FREE ENDS , SIMPLY SUPPORTED BEAMS WHEN SUBJECTED TO A CENTRAL LOAD AND IT'S LOCATION MAY VARY AS A FUNCTION OF FRICTION , [ I.E., LOAD ACTING AT THE MIDST ]
SIMPLY SUPPORTED BEAM WHEN SUBJECTED TO A UNIFORMLY DISTRIBUTED PAYLOADS , AND CONSEQUENTLY COUPLES , MOMENTS , AND ECCENTRIC PAYLOADS TOO AND MOST IMPORTANTLY ...
MULTIPLE LOAD FACTOR FLUCTUATIONS AS A FUNCTION OF LENGTH ...
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