Q2The cross-sectional dimensions of a beam are6 in.shown in Fig. P8.12. The internal bending momentabout the z centroidal axis is M; = +2.70 kip-ft.Determine:(a) the maxinmum tension bending stress in thebeam.0.5 in.y4 in.(b) the maximum compression bending stress in thebeam.0.5 in.KFig. P8.12

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Q2 The cross-sectional dimensions of a beam are shown in Fig. P8.12. The internal bending moment about the z centroidal axis is Mẹ = +2.70 kip-ft. 6 in. 0.5 in. y H Determine: (a) the maximum tension bending stress in the beam. 4 in. (b) the maximum compression bending stress in the beam. 0.5 in. K. Fig. P8.12

Q2 The cross-sectional dimensions of a beam are shown in Fig. P8.12. The internal bending moment about the z centroidal axis is Mẹ = +2.70 kip-ft. 6 in. 0.5 in. y H Determine: (a) the maximum tension bending stress in the beam. 4 in. (b) the maximum compression bending stress in the beam. 0.5 in. K. Fig. P8.12

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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