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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Transcribed Image Text:W
Slopes
5m
B
Diameters
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
: 5 decimal places
3 m
fixed
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
=
A.) If the load P = 250 kN and s=2.00 m.,
What will be the maximum deflection?
What will be the maximum slope?
What will be the deflection at point B?
What will be the slope at point B?
J. What value of load P is needed in order to produce a zero shear at the
fixed support?
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