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To prevent excessive deflection of a 3 meter long cantilever beam subjected to load of 2kN/m, its free end is attached to a tension rod. Beam Properties:  A= 1900 mm2     E= 200 GPa    I= 5.12x106 mm4 What is the maximum deflection before attaching the tension rod. a. 19.78 mm                 b. 21.62 mm c. 33.33 mm                 d. 66.67 mm If the resulting tensile in the rod is 2.5 kN when attached to the beam, find the maximum moment at the fixed end a. -7.5 kN-m                   b. -9.25 kN-m    c. -2.75 kN-m                 d. 1.5 kN-m     Determine the maximum span moment if the tension in the ros id 2.5 kN a. 0.3725 kN-m              b. 8.1275  kN-m   c. 1.5625  kN-m             d. 3.5025  kN-m

To prevent excessive deflection of a 3 meter long cantilever beam subjected to load of 2kN/m, its free end is attached to a tension rod. Beam Properties:  A= 1900 mm2     E= 200 GPa    I= 5.12x106 mm4 What is the maximum deflection before attaching the tension rod. a. 19.78 mm                 b. 21.62 mm c. 33.33 mm                 d. 66.67 mm If the resulting tensile in the rod is 2.5 kN when attached to the beam, find the maximum moment at the fixed end a. -7.5 kN-m                   b. -9.25 kN-m    c. -2.75 kN-m                 d. 1.5 kN-m     Determine the maximum span moment if the tension in the ros id 2.5 kN a. 0.3725 kN-m              b. 8.1275  kN-m   c. 1.5625  kN-m             d. 3.5025  kN-m

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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To prevent excessive deflection of a 3 meter long cantilever beam subjected to load of 2kN/m, its free end is attached to a tension rod.
Beam Properties: 
A= 1900 mm2     E= 200 GPa    I= 5.12x106 mm4

What is the maximum deflection before attaching the tension rod.
a. 19.78 mm                 b. 21.62 mm
c. 33.33 mm                 d. 66.67 mm

If the resulting tensile in the rod is 2.5 kN when attached to the beam, find the maximum moment at the fixed end
a. -7.5 kN-m                   b. -9.25 kN-m   
c. -2.75 kN-m                 d. 1.5 kN-m    

Determine the maximum span moment if the tension in the ros id 2.5 kN
a. 0.3725 kN-m              b. 8.1275  kN-m  
c. 1.5625  kN-m             d. 3.5025  kN-m

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