Compute the flexural stress (MPa) in the steel for the beam shown using transformed-areamethod. Area of 1-#36 bar is 1006 mm?. Assume uncracked section.20 kN/m (including beam weight)420 mm500 mm4 #368 m -80 mmn=9300 mm Determine the location of the Neutral axis (mm) from the top of the beam shown using thetransformed-area method. Area of 1-#36 bar is 1006 mm?. Assume uncracked section.20 kN/m (including beam weight)420 mm500 mm4 #368 m80 mmn=9300 mm

Given : Area of one bar of 36 mm in tension zone = 1006 mm2Numbers of bars in tension zone = 4Total…

Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method. Area of 1-#36 bar is 1006 mm. Assume uncracked section. 20 kN/m (including beam weight) 420 mm 500 mm 4 #36 8m 80 mm n =9 300 mm

Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method. Area of 1-#36 bar is 1006 mm. Assume uncracked section. 20 kN/m (including beam weight) 420 mm 500 mm 4 #36 8m 80 mm n =9 300 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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Question

Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area
method. Area of 1-#36 bar is 1006 mm?. Assume uncracked section.
20 kN/m (including beam weight)
420 mm
500 mm
4 #36
8 m -
80 mm
n=9
300 mm

Determine the location of the Neutral axis (mm) from the top of the beam shown using the
transformed-area method. Area of 1-#36 bar is 1006 mm?. Assume uncracked section.
20 kN/m (including beam weight)
420 mm
500 mm
4 #36
8 m
80 mm
n=9
300 mm

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