Keep in mind the following maximum internal forces and moments that are acting on the indicatedconstructed cross-section:Max Positive Internal Shear Force is 8 kilo-NewtonsMax Negative Internal Shear Force: 1.5 kilo-NewtonsMax Positive Internal Moment is 6.50 kilo-NewtonsMax Negative Internal Moment: 12.30 kilo-Newtons5 mm-130 mm5 mm←110 mmGenerate a cross-section where the unknown dimension (a) is resistant (will not fail) to both transverseshear ress and flexural fiber stress effects.o(allowable)=135 MPat(allowable)=8 MPaDetermine a, in mm.

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Generate a cross-section where the unknown dimension (a) is resistant (will not fail) to both transverse shear stress and flexural fiber stress effects. o(allowable) 135 MPa t(allowable)=8 MPa Determine a, in mm.

Generate a cross-section where the unknown dimension (a) is resistant (will not fail) to both transverse shear stress and flexural fiber stress effects. o(allowable) 135 MPa t(allowable)=8 MPa Determine a, in 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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