lok X2m 25kN 10 kulm C ह 1m * 1.5m * 1.5m- * E = 200 6 Pa I = 250x106 2m 115 kN/m
lok X2m 25kN 10 kulm C ह 1m * 1.5m * 1.5m- * E = 200 6 Pa I = 250x106 2m 115 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use double integration method
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Step 1: We have to determine the deflection and rotation using double integration method
VIEWStep 2: Location of forces and moment on beam
VIEWStep 3: Support reaction calculation
VIEWStep 4: Slope and displacement expression
VIEWStep 5: Boundary conditions
VIEWStep 6: Part a
VIEWStep 7: Part b
VIEWStep 8: Part c
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