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The beam shown in Fig. 7-10a is made from two boards. Draw the shear and moment diagrams for the beam. Determine the absolute maximum bending and shear stresses in the beam, respectively. Draw the bending and shear stresses distributions, respectively, over the cross session at location(s) the maximum moment and shear force. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined.

The beam shown in Fig. 7-10a is made from two boards. Draw the shear and moment diagrams for the beam. Determine the absolute maximum bending and shear stresses in the beam, respectively. Draw the bending and shear stresses distributions, respectively, over the cross session at location(s) the maximum moment and shear force. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined.

Elements Of Electromagnetics
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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The beam shown in Fig. 7-10a is made from two boards. Draw the shear and moment diagrams for the beam. Determine the absolute maximum bending and shear stresses in the beam, respectively. Draw the bending and shear stresses distributions, respectively, over the cross session at location(s) the maximum moment and shear force. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. 6.5 kN/m F 4 m 150 mm N A -4 m- 30 mm 150 mm ↓ 30 mm
Transcribed Image Text:The beam shown in Fig. 7-10a is made from two boards. Draw the shear and moment diagrams for the beam. Determine the absolute maximum bending and shear stresses in the beam, respectively. Draw the bending and shear stresses distributions, respectively, over the cross session at location(s) the maximum moment and shear force. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. 6.5 kN/m F 4 m 150 mm N A -4 m- 30 mm 150 mm ↓ 30 mm
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