A beam carries a concentrated load W and a total uniformly distributed load W. (N/m). Whatsafe value of W (Newton) can be applied if fbc < 100 MPa and fot s 60 MPa at negative valuebending moment? Show the equation of the positive bending moment.175 mmWoN.A.125 mm-2 m-4 mR1R2INA = 24 x 104 mm

unsymmetrical beam - Flexural Stress varies directly linearly with distance from the neutral axis…

A beam carries a concentrated load W and a total uniformly distributed load wo (N/m). What safe value of W (Newton) can be applied if fac S 100 MPa and fot S 60 MPa at negative value bending moment? Show the equation of the positive bending moment. w [75 mm N.A. 125 mm -2 m- R1 R2 INa = 24 x 10ʻ mm

A beam carries a concentrated load W and a total uniformly distributed load wo (N/m). What safe value of W (Newton) can be applied if fac S 100 MPa and fot S 60 MPa at negative value bending moment? Show the equation of the positive bending moment. w [75 mm N.A. 125 mm -2 m- R1 R2 INa = 24 x 10ʻ mm

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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