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The simply supported beam in the following figure (Fig. a) has the moment diagram (Fig. b) and the cross sectional area (Fig. c) as shown. Assume the force P is equal to the sum of student ID digits times 10 (for example: ID = 2014340, P = 2+0+1+4+3+4+0+2 = 16x10 =160 kN). Determine the: Distance of the centroid of the section from x and y axis. Moment of inertia of the section about horizontal centroidal axis. If the moment of inertia about horizontal centroidal axis is equal to 120x106 mm4, what is the absolute maximum bending stress in the beam? P&N 十 4 m 4 m 50mm 100mm 50mm M(kN.m) 150mm 2P 50mm * (m) 10

The simply supported beam in the following figure (Fig. a) has the moment diagram (Fig. b) and the cross sectional area (Fig. c) as shown. Assume the force P is equal to the sum of student ID digits times 10 (for example: ID = 2014340, P = 2+0+1+4+3+4+0+2 = 16x10 =160 kN). Determine the: Distance of the centroid of the section from x and y axis. Moment of inertia of the section about horizontal centroidal axis. If the moment of inertia about horizontal centroidal axis is equal to 120x106 mm4, what is the absolute maximum bending stress in the beam? P&N 十 4 m 4 m 50mm 100mm 50mm M(kN.m) 150mm 2P 50mm * (m) 10

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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The simply supported beam in the following figure (Fig. a) has the moment diagram (Fig. b) and the cross sectional area (Fig. c) as shown. Assume the force P is equal to the sum of student ID digits times 10 (for example: ID = 2014340, P = 2+0+1+4+3+4+0+2 = 16x10 =160 kN). Determine the: Distance of the centroid of the section from x and y axis. Moment of inertia of the section about horizontal centroidal axis. If the moment of inertia about horizontal centroidal axis is equal to 120x106 mm4, what is the absolute maximum bending stress in the beam? PkN A 4 m V. 4 m 50mm 100mm (a) 50mm M (kN.m) 150mm 2P 50mm x (m) 10 x. (b) (c)
Transcribed Image Text:The simply supported beam in the following figure (Fig. a) has the moment diagram (Fig. b) and the cross sectional area (Fig. c) as shown. Assume the force P is equal to the sum of student ID digits times 10 (for example: ID = 2014340, P = 2+0+1+4+3+4+0+2 = 16x10 =160 kN). Determine the: Distance of the centroid of the section from x and y axis. Moment of inertia of the section about horizontal centroidal axis. If the moment of inertia about horizontal centroidal axis is equal to 120x106 mm4, what is the absolute maximum bending stress in the beam? PkN A 4 m V. 4 m 50mm 100mm (a) 50mm M (kN.m) 150mm 2P 50mm x (m) 10 x. (b) (c)
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