S W P 5m B 3 m fixed I. Problem Solving: Solve the following situations as completely as possible, use any method that you deem easier/appropriate to use. Roundoff your answer to Deflections, locations, forces & Moments : 2 decimal places Slopes : 5 decimal places Diameters : round up to whole number The cantilever beam is loaded with Pupward concentrated load acting at distances from the free-end and the distributed load intensity is defined by the equation in kN per meter is loaded from x=0m (free end) to x = 8m (fixed end) as shown. The beam has the following properties: E 200 GPa, I-2x10² mm
S W P 5m B 3 m fixed I. Problem Solving: Solve the following situations as completely as possible, use any method that you deem easier/appropriate to use. Roundoff your answer to Deflections, locations, forces & Moments : 2 decimal places Slopes : 5 decimal places Diameters : round up to whole number The cantilever beam is loaded with Pupward concentrated load acting at distances from the free-end and the distributed load intensity is defined by the equation in kN per meter is loaded from x=0m (free end) to x = 8m (fixed end) as shown. The beam has the following properties: E 200 GPa, I-2x10² mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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