4.0 kN/m 2 m 40.0 kN-m A 2 m 2 m 6.0 kN/m 6m → B W200 x 35.9 Section 100.2 mm 100.2 mm I. = 34.4×106 mmª W200x35.9 wide-flange structural steel beam is loaded and supported as shown. Determine the aximum tension and compression bending stresses in the beam.

4.0 kN/m 2 m 40.0 kN-m A 2 m 2 m 6.0 kN/m 6m → B W200 x 35.9 Section 100.2 mm 100.2 mm I. = 34.4×106 mmª W200x35.9 wide-flange structural steel beam is loaded and supported as shown. Determine the aximum tension and compression bending stresses in the beam.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

4.0 kN/m
2 m
40.0 kN-m
A
2 m
2 m
6.0 kN/m
6 m
B
W200 x 35.9 Section
I
100.2 mm
100.2 mm
I₂ = 34.4×106 mmª
A W200x35.9 wide-flange structural steel beam is loaded and supported as shown. Determine the
maximum tension and compression bending stresses in the beam.

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