Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section, has an over all width 200 mm and all depth 300 mm with flanges and web of thickness 20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of the beam; (b) Determine the maximum compression and tension bending stress which can setup in the beam. 20 kN 150 pum I I 20 kN 10 kN 60 kN/m (All dimensions in mm) 30 kN/m 100 1.5 m Im Im Im Figure (1-A) Figure (1-B)
Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section, has an over all width 200 mm and all depth 300 mm with flanges and web of thickness 20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of the beam; (b) Determine the maximum compression and tension bending stress which can setup in the beam. 20 kN 150 pum I I 20 kN 10 kN 60 kN/m (All dimensions in mm) 30 kN/m 100 1.5 m Im Im Im Figure (1-A) Figure (1-B)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter6: Stresses In Beams (advanced Topics)
Section: Chapter Questions
Problem 6.2.9P: The cross section of a sand wie h beam consisting of aluminum alloy faces and a foam core is shown...
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![Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section,
has an over all width 200 mm and all depth 300 mm with flanges and web of thickness
20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of
the beam; (b) Determine the maximum compression and tension bending stress which can
setup in the beam.
25
20 kN
20 kN
10 kN
150
60 kN/m
(All dimensions in mm)
30 kN/m
100
1.5 m
1m
Im
Im
50
50 50
50
Figure (1-A)
Figure (1-B)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faeadb3e0-b408-4329-a609-010f2b514929%2F5ac5df46-f053-47b9-b8c0-1f5859acb7a1%2F939gz1a_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section,
has an over all width 200 mm and all depth 300 mm with flanges and web of thickness
20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of
the beam; (b) Determine the maximum compression and tension bending stress which can
setup in the beam.
25
20 kN
20 kN
10 kN
150
60 kN/m
(All dimensions in mm)
30 kN/m
100
1.5 m
1m
Im
Im
50
50 50
50
Figure (1-A)
Figure (1-B)
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