ANSWER ASAP. I NEED THE ANSWER IN 1 HOUR 20. Compute the vertical deviation of right support with respectto left support. W = 10 kN/m, L = 6 m, EI is constant.a. 90/EIb. 540/EIc. 450/EId. 190/EIWoL.21. Derive a formula for maximum deflection for a simply-supported beam (L) with concentrated load (P) at midspan.a. PL /48EIb. 3PL /8EIc. PL /4EId. PL /8EI22. Derive a formula for rotation at left support for a simply-supported beam with uniform load (W) all throughout the span (L).a. WL'/12EIb. WL /24EIc. WL/48EId. WL /16EI23. Derive a formula for deflection at midspan for a simply-supported beam (L) with varying load (W) all throughout thespan (L).a. 2.5WL /384EIb. 2.5WL /384EIc. 5WL/384EId. 5WL/38 4EI

(20) The formula used & given value:- Slope θCA = wL324EI Where, w = unifrmly…

Answered: 20. Compute the vertical deviation of…

20. Compute the vertical deviation of right support with respect to left support. W - 10 kN/m, L = 6 m, EI is constant. a. 90/EI b. 540/EI C. 450/EI d. 190/EI Wo

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.

Question

ANSWER ASAP. I NEED THE ANSWER IN 1 HOUR

20. Compute the vertical deviation of right support with respect
to left support. W = 10 kN/m, L = 6 m, EI is constant.
a. 90/EI
b. 540/EI
c. 450/EI
d. 190/EI
Wo
L.
21. Derive a formula for maximum deflection for a simply-
supported beam (L) with concentrated load (P) at midspan.
a. PL /48EI
b. 3PL /8EI
c. PL /4EI
d. PL /8EI
22. Derive a formula for rotation at left support for a simply-
supported beam with uniform load (W) all throughout the span (L).
a. WL'/12EI
b. WL /24EI
c. WL/48EI
d. WL /16EI
23. Derive a formula for deflection at midspan for a simply-
supported beam (L) with varying load (W) all throughout the
span (L).
a. 2.5WL /384EI
b. 2.5WL /384EI
c. 5WL/384EI
d. 5WL/38 4EI

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