19. Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 10 mm* 75 kN 25 kN/m В -6 m- 6 m- -6 m a. 219.086 mm (downward) b. 0.219 mm (downward) c. 21.909 mm (downward) d. 2.191 mm (downward)

19. Determine the deflection at the free end of the cantilever beam. E = 250 GPa and I = 420 x 10 mm* 75 kN 25 kN/m В -6 m- 6 m- -6 m a. 219.086 mm (downward) b. 0.219 mm (downward) c. 21.909 mm (downward) d. 2.191 mm (downward)

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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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

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ANSWER ASAP. I NEED THE ANSWER IN 1 HOUR

19. Determine the deflection at the free end of the cantilever
beam. E = 250 GPa and I = 420 x 10 mm*
75 kN
25 kN/m
В
-6 m-
6 m-
-6 m
a. 219.086 mm (downward)
b. 0.219 mm (downward)
c. 21.909 mm (downward)
d. 2.191 mm (downward)

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