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The bar has a cross-sectional area of 350(106) m² is subjected to a triangular axial distributed loading alc its length which is 0 at 2-0 and 9 kN/m at a 1. and to two concentrated loads as shown in (Figure 1). Figure < 1 of

The bar has a cross-sectional area of 350(106) m² is subjected to a triangular axial distributed loading alc its length which is 0 at 2-0 and 9 kN/m at a 1. and to two concentrated loads as shown in (Figure 1). Figure < 1 of

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 bar has a cross-sectional area of 350(10-6) m². It is subjected to a triangular axial distributed loading along its length which is 0 at z=0 and 9 kN/m at z = 1.5 m, and to two concentrated loads as shown in (Figure 1). Figure 0.6 m -8 kN 0.9 m 1 of 1 4 kN Determine the average normal stress in the bar as a function of a for 0 ≤z < 0.6 m. O a(z) O a(z) O a(z) Oa(z) Submit Provide Feedback (53.572²-8.57) MPa (53.57 +8.57²) MPa (53.57² +8.57) MPa (53.57-8.572²) MPa Request Answer
Transcribed Image Text:The bar has a cross-sectional area of 350(10-6) m². It is subjected to a triangular axial distributed loading along its length which is 0 at z=0 and 9 kN/m at z = 1.5 m, and to two concentrated loads as shown in (Figure 1). Figure 0.6 m -8 kN 0.9 m 1 of 1 4 kN Determine the average normal stress in the bar as a function of a for 0 ≤z < 0.6 m. O a(z) O a(z) O a(z) Oa(z) Submit Provide Feedback (53.572²-8.57) MPa (53.57 +8.57²) MPa (53.57² +8.57) MPa (53.57-8.572²) MPa Request Answer
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