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A concentrated load P = 9 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m. E = 219 GPa, and I = 256 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) A a

A concentrated load P = 9 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m. E = 219 GPa, and I = 256 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) A a

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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A concentrated load P = 9 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 219 GPa, and I = 256 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) P A
Transcribed Image Text:A concentrated load P = 9 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 219 GPa, and I = 256 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) P A
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