PLEASE ANSWER CORRECTLYUSE VIRTUAL WORK METHODPROVIDE COMPLETE SOLUTIONS AND APPROPRIATE ILLUSTRATIONSBOX THE FINAL ANSWERS IN 3 DECIMAL PLACES WITH CORRECT UNITS The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangulardistributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation,determine the following:900 kN/mT2.0 m4.0 mE = 200 GPa| = 260 x 106 mmªA3.0 mA. Vertical reaction at support C.B. Resultant reaction of support A.C. Horizontal deflection at support C.

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Answered: A. Vertical reaction at support C. А.…

Engineering

Civil Engineering

A. Vertical reaction at support C. А. В. B. Resultant reaction of support A. C. Horizontal deflection at support C. С.

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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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

PLEASE ANSWER CORRECTLY

USE VIRTUAL WORK METHOD

PROVIDE COMPLETE SOLUTIONS AND APPROPRIATE ILLUSTRATIONS

BOX THE FINAL ANSWERS IN 3 DECIMAL PLACES WITH CORRECT UNITS

The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangular
distributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation,
determine the following:
900 kN/m
T
2.0 m
4.0 m
E = 200 GPa
| = 260 x 106 mmª
A
3.0 m
A. Vertical reaction at support C.
B. Resultant reaction of support A.
C. Horizontal deflection at support C.

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