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QUESTION 1. Longitudinal and cross-sectional views of a beam are given in the figure below. (a) Draw the Shear Force and the Bending Moment diagrams. (b) Define the section which is critical for bending and calculate the maximum bending moment and the maximum normal stress on this section. - 100 mm - 9 kN/m 10 kN 20 mm 20 mm - 80 mm B 20 mm |C 60 mm -3 m - 3 m

QUESTION 1. Longitudinal and cross-sectional views of a beam are given in the figure below. (a) Draw the Shear Force and the Bending Moment diagrams. (b) Define the section which is critical for bending and calculate the maximum bending moment and the maximum normal stress on this section. - 100 mm - 9 kN/m 10 kN 20 mm 20 mm - 80 mm B 20 mm |C 60 mm -3 m - 3 m

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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QUESTION 1. Longitudinal and cross-sectional views of a beam are given in the figure below. (a) Draw the Shear Force and the Bending Moment diagrams. (b) Define the section which is critical for bending and calculate the maximum bending moment and the maximum normal stress on this section. - 100 mm - 9 kN/m 10 kN 20 mm 20 mm- 80 mm B 20 mm |C 60 mm -3 m- 3 m
Transcribed Image Text:QUESTION 1. Longitudinal and cross-sectional views of a beam are given in the figure below. (a) Draw the Shear Force and the Bending Moment diagrams. (b) Define the section which is critical for bending and calculate the maximum bending moment and the maximum normal stress on this section. - 100 mm - 9 kN/m 10 kN 20 mm 20 mm- 80 mm B 20 mm |C 60 mm -3 m- 3 m
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