Situation: Refer in figure 14. If the beam is subjected to a shear force of V = 40 kN, Compute the moment of inertia about the neutral axis. a. 275,162,500 mm4 b. 257,126,500 mm4 c. 262,157,500 mm4 d. 252,175,500 mm4 Compute the maximum statical moment of area. a. 1,074,375 mm3 b. 1,740,357 mm3 c. 1,037,345 mm3 30 mm Figure 14 30 mm 200 mm 30 mm 310 mm

Situation: Refer in figure 14. If the beam is subjected to a shear force of V = 40 kN, Compute the moment of inertia about the neutral axis. a. 275,162,500 mm4 b. 257,126,500 mm4 c. 262,157,500 mm4 d. 252,175,500 mm4 Compute the maximum statical moment of area. a. 1,074,375 mm3 b. 1,740,357 mm3 c. 1,037,345 mm3 30 mm Figure 14 30 mm 200 mm 30 mm 310 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter6: Deflections Of Beams: Geometric Methods

Section: Chapter Questions

Problem 1P

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