A cantilever beam, with a cross-section of an equilateral triangle with side 320mm, carries a concentrated load and unifo distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let P = 200KN, a = 1.2m, b = 4m and the modulus of elasticity of beam is 120GP.. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. 1 B A b If the moment at a point 4m from the free end is equal to -2280KN-m, determine the value of W". Determine the maximum deflection of the beam. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 4m from the free end. (Note: Put a negative sign if the deflection is going down)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A cantilever beam, with a cross-section of an equilateral triangle with side 320mm, carries a concentrated load and uniformly
distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns.
Let P = 200KN, a = 1.2m, b = 4m and the modulus of elasticity of beam is 120GP..
NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG.
B
A
a
b
If the moment at a point 4m from the free end is equal to -2280KN-m, determine the value of "w".
kN/m
Determine the maximum defiection of the beam. (Note: Put a negative sign if the defiection is going down|
Determine the deflection at point 4m from the free end. (Note: Put a negative sign if the deflection is going down)
Transcribed Image Text:A cantilever beam, with a cross-section of an equilateral triangle with side 320mm, carries a concentrated load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let P = 200KN, a = 1.2m, b = 4m and the modulus of elasticity of beam is 120GP.. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. B A a b If the moment at a point 4m from the free end is equal to -2280KN-m, determine the value of "w". kN/m Determine the maximum defiection of the beam. (Note: Put a negative sign if the defiection is going down| Determine the deflection at point 4m from the free end. (Note: Put a negative sign if the deflection is going down)
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