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

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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A concentrated load P = 6 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 = 233 GPa, and | = 253 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) 12 A C a
A concentrated load P = 8 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 = 7 m., E = 219 GPa, and I = 273 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards)
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estion 13 For the beam shown, solve for the deflection (in mm.) at B. Use the following data: W = 3.2 kN/m L = 5 meters E = 357 GPa | = 336 x 10^6 mm^4 ROUND OFF TO THREE DECIMAL PLACES. INPUT THE VALUE ONLY W kN/m A L m.
Thumbs-up will be given. Solve in 4 decimal places. Box the final answer. By Using Unit Load Method, Calculate the total deflection at joint B. Members have the same moment of inertia of 1440 x 10⁴cm⁴ and E is constant at 210 GPa. Let P = 153 kN
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