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A cantilever beam whose length is 3 m carries a uniformly distributed load of 2 KN/m. The beam is supported at its ip with tension rod whose tensile force is 2.5 KN. The beam is made up of steel with moment of inertia of 5.2 x 106 mm4 and E=200 GPa. Determine the deflection at free end before the tension rod is attached. A 19.5 mm B) 25.4 mm 12.8 mm 16.3 mm

A cantilever beam whose length is 3 m carries a uniformly distributed load of 2 KN/m. The beam is supported at its ip with tension rod whose tensile force is 2.5 KN. The beam is made up of steel with moment of inertia of 5.2 x 106 mm4 and E=200 GPa. Determine the deflection at free end before the tension rod is attached. A 19.5 mm B) 25.4 mm 12.8 mm 16.3 mm

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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A cantilever beam whose length is 3 m carries a uniformly distributed load of 2 KN/m. The beam is supported at its tip with tension rod whose tensile force is 2.5 KN. The beam is made up of steel with moment of inertia of 5.2 x 106 mm4 and E=200 GPa. Determine the maximum moment within the span.

A cantilever beam whose length is 3 m carries a uniformly distributed load of 2 KN/m. The beam is supported at its tip with tension rod whose tensile force is 2.5 KN. The beam is made up of steel with moment of inertia of 5.2 x 106 mm4 and E-200 GPa. Determine the deflection at free end before the tension rod is attached. A) 19.5 mm B) 25.4 mm (c) 12.8 mm D) 16.3 mm
Transcribed Image Text:A cantilever beam whose length is 3 m carries a uniformly distributed load of 2 KN/m. The beam is supported at its tip with tension rod whose tensile force is 2.5 KN. The beam is made up of steel with moment of inertia of 5.2 x 106 mm4 and E-200 GPa. Determine the deflection at free end before the tension rod is attached. A) 19.5 mm B) 25.4 mm (c) 12.8 mm D) 16.3 mm
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