4.3 (A). A conveyor beam has the cross-section shown in Fig. 4.24 and it is subjected to a bending moment in the plane YY. Determine the maximum permissible bending moment which can be applied to the beam (a) for bottom flange in tension, and (b) for bottom flange in compression, if the safe stresses for the material in tension and compression are 30 MN/m² and 150 MN/m² respectively. Y [32.3, 84.8 kNm.] 150 100 50 -25 +50-50-50-50- All dimensions in mm
4.3 (A). A conveyor beam has the cross-section shown in Fig. 4.24 and it is subjected to a bending moment in the plane YY. Determine the maximum permissible bending moment which can be applied to the beam (a) for bottom flange in tension, and (b) for bottom flange in compression, if the safe stresses for the material in tension and compression are 30 MN/m² and 150 MN/m² respectively. Y [32.3, 84.8 kNm.] 150 100 50 -25 +50-50-50-50- All dimensions in mm
Trigonometry (MindTap Course List)
8th Edition
ISBN:9781305652224
Author:Charles P. McKeague, Mark D. Turner
Publisher:Charles P. McKeague, Mark D. Turner
Chapter2: Right Triangle Trigonometry
Section2.5: Vectors: A Geometric Approach
Problem 44PS: Force Repeat Problem 43 for a 25.0-pound weight and a bench inclined at 12.5.
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![4.3 (A). A conveyor beam has the cross-section shown in Fig. 4.24 and it is subjected to a bending moment in the
plane YY. Determine the maximum permissible bending moment which can be applied to the beam (a) for bottom
flange in tension, and (b) for bottom flange in compression, if the safe stresses for the material in tension and
compression are 30 MN/m² and 150 MN/m² respectively.
Y
[32.3, 84.8 kNm.]
150
100
50
-25
+50-50-50-50-
All dimensions in mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F62deebcc-959e-4ebb-8d79-ed8e85be5bb3%2Fc06411ac-0a23-49a6-8b46-cffdac1f0bdd%2Fjfjhjyd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4.3 (A). A conveyor beam has the cross-section shown in Fig. 4.24 and it is subjected to a bending moment in the
plane YY. Determine the maximum permissible bending moment which can be applied to the beam (a) for bottom
flange in tension, and (b) for bottom flange in compression, if the safe stresses for the material in tension and
compression are 30 MN/m² and 150 MN/m² respectively.
Y
[32.3, 84.8 kNm.]
150
100
50
-25
+50-50-50-50-
All dimensions in mm
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