The cantilever beam is loaded with Pupward concentrated load acting at distance s from the free- end and the distributed load intensity is defined by the equation W = -7x + 63 in kN per meter is loaded from x = 0m (free end) to x = 9m (fixed end) as shown. The beam has the following properties: E = 200 GPa, I = 2x10⁹ mm W 5 m B 3 m с 2 fix A.) If the load P = 250 kN and s = 2.00 m., 1. What will be the shear at the fixed end? 2. What will be the moment at the fixed end? 3. What will be the complete equation for Ely" in kNm (use fractions for the coefficients)?
The cantilever beam is loaded with Pupward concentrated load acting at distance s from the free- end and the distributed load intensity is defined by the equation W = -7x + 63 in kN per meter is loaded from x = 0m (free end) to x = 9m (fixed end) as shown. The beam has the following properties: E = 200 GPa, I = 2x10⁹ mm W 5 m B 3 m с 2 fix A.) If the load P = 250 kN and s = 2.00 m., 1. What will be the shear at the fixed end? 2. What will be the moment at the fixed end? 3. What will be the complete equation for Ely" in kNm (use fractions for the coefficients)?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Deflections, locations, forces & Moments:
decimal places
Slopes
Diameters
W
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 W = -7x + 63 in kN per meter is loaded from x
= 0m (free end) to x = 9m (fixed end) as shown. The
beam has the following properties:
E = 200 GPa, I = 2x10⁹ mm²
5m
5 decimal places
round up to whole number
2
B
3m
C
fixed
A.) If the load P = 250 kN and s= 2.00 m.,
1. What will be the shear at the fixed end?
2. What will be the moment at the fixed end?
3. What will be the complete equation for Ely" in kNm
(use fractions for the coefficients)?
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