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pply the asymmetric bending theory to the cantilever beam shown below to determine: I. Main moments and inertias. II. The angle of the neutral axis respect the horizontal. III. If ???? = (table) ???, work out the maximum F force that can be applied. 3 L = (7.5) m b = (57) cm h = (47) cm θ = (56) ° mpa 30

pply the asymmetric bending theory to the cantilever beam shown below to determine: I. Main moments and inertias. II. The angle of the neutral axis respect the horizontal. III. If ???? = (table) ???, work out the maximum F force that can be applied. 3 L = (7.5) m b = (57) cm h = (47) cm θ = (56) ° mpa 30

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Apply the asymmetric bending theory to the cantilever beam shown below to determine:
I. Main moments and inertias.

II. The angle of the neutral axis respect the horizontal.

III. If ???? = (table) ???, work out the maximum F force that can be applied.

3
L = (7.5) m
b = (57) cm
h = (47) cm
θ = (56) °

mpa 30

Wall F A В L h
Transcribed Image Text:Wall F A В L h
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