25 kN w A В Using any method shown in class, determine the shear force and bending moment diagram for the image above, assuming distances of A = 1.0m, B = 7.0m, C=1.5m. The distributed load is 20 kN/m. Indicate the max positve and negative moments, and enter the max positive moment value into d21 answer box in kNm.

25 kN w A В Using any method shown in class, determine the shear force and bending moment diagram for the image above, assuming distances of A = 1.0m, B = 7.0m, C=1.5m. The distributed load is 20 kN/m. Indicate the max positve and negative moments, and enter the max positive moment value into d21 answer box in kNm.

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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Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.

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25 kN
w
A
В
Using any method shown in class, determine the shear force and bending moment
diagram for the image above, assuming distances of A = 1.0m, B = 7.0m, C=1.5m.
The distributed load is 20 kN/m. Indicate the max positve and negative moments,
and enter the max positive moment value into d21 answer box in kNm.

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