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The beam shown is loaded as shown. Two cross-sections can be used a box-section or an I-section shown belwo. 1) Draw the shear and moment diagrams for the beam. 2) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the box-section. 3) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the I- section. 50 mm 100 mm- 50 mm 50 mm 18 kN 6 kN 200 mm A 50 mm M = 10 KN-m - 2 m 2 m Box-Section 75 mm 10 mm 10 mm 150 mm 10 mm 150 mm

The beam shown is loaded as shown. Two cross-sections can be used a box-section or an I-section shown belwo. 1) Draw the shear and moment diagrams for the beam. 2) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the box-section. 3) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the I- section. 50 mm 100 mm- 50 mm 50 mm 18 kN 6 kN 200 mm A 50 mm M = 10 KN-m - 2 m 2 m Box-Section 75 mm 10 mm 10 mm 150 mm 10 mm 150 mm

Structural Analysis
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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The beam shown is loaded as shown. Two cross-sections can be used a box-section or an I-section shown belwo. 1) Draw the shear and moment diagrams for the beam. 2) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the box-section. 3) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the I- section. 50 mm 50 mm -100 mm- 50 mm 18 kN 6 kN 200 mm A 50 mm B M = 10 kN-m 2 m -2 m 2 m Box-Section 75 mm 10 mm 10 mm 150 mm 10 mm 150 mm
Transcribed Image Text:The beam shown is loaded as shown. Two cross-sections can be used a box-section or an I-section shown belwo. 1) Draw the shear and moment diagrams for the beam. 2) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the box-section. 3) Calculate and plot the shear stress distribution (stress profile) acting over the beam's cross-sectional area for the I- section. 50 mm 50 mm -100 mm- 50 mm 18 kN 6 kN 200 mm A 50 mm B M = 10 kN-m 2 m -2 m 2 m Box-Section 75 mm 10 mm 10 mm 150 mm 10 mm 150 mm
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