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Unformatted text preview: and is loaded as shown below. B A C 1m 1m 2m 1m 10kN 30 kN/m w kN/m What must be the intensity of loading, in kN per unit meter on the beam between C and B if the shearing force is to be zero at a cross-section 1.5m to the left of support B? Calculate the point(s) of contra-Fexure. 4...
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This note was uploaded on 08/03/2009 for the course EGR 75 taught by Professor Virgin during the Spring '08 term at Duke.
- Spring '08