Determine the moment of inertia about the horizontal centroidal axis of the cross-section in in. (a) 2430 (b) 4167 (c) 6471 (d) 9000 What is the maximum positive shear in the beam in pounds? (a) 60 (b) 90 (c) 120 (d) 180

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For questions 41 through 45, refer to the overhanging beam shown that has vertical reactions shown. The bea
cross-section is a rectangle 5 inches wide and 18 inches deep.
120 lb
tulkL
RATE!
20 lb/ft
18-
Determine the moment of inertia about the horizontal centroidal axis of the cross-section in in".
(a) 2430
(b) 4167
(c) 6471
(d) 9000
What is the maximum positive shear in the beam in pounds?
(a) 60
(b) 90
(c) 120
(d) 180
Transcribed Image Text:For questions 41 through 45, refer to the overhanging beam shown that has vertical reactions shown. The bea cross-section is a rectangle 5 inches wide and 18 inches deep. 120 lb tulkL RATE! 20 lb/ft 18- Determine the moment of inertia about the horizontal centroidal axis of the cross-section in in". (a) 2430 (b) 4167 (c) 6471 (d) 9000 What is the maximum positive shear in the beam in pounds? (a) 60 (b) 90 (c) 120 (d) 180
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