Use Virtual Work Method to answer the questions below considering the trussshown. Use the cross-sectional areas (A, in?) specified in the hgure, E 30 ksi20 x 10/OF a" is hinge supported and "c" is roller supported.and o80(7.5)10(7,5)(4)(4)20201. Select the ansover that mast nearly gives the axial force on member ad fromthe real structure in kips. Put (-) negative sign if its under compression.61.947Select61847hearlyacture15.6872089.87510.02310.358-99.68480.000Deon14.0293S rom me vITEGarseruchtur(3)of

Use Virtual Work Method to answer the questions below considering th shown. Use the cross-sectional areas (A, in?) specified in the figure, E- and o 20 x 10oF a" is hinge supported and "c" is roller supported 80 (7.5) 10 (7.5) (4) (4) 20 20 1 Select the ansvver that most nearly gives the axial force on member ac the real structure in kips. Put (-) negative sign if its under compression. 61.947 Select 61.847 15.687 hearly acture 89 875 10.023 10.358 -99.684 80.000 (3)

Use Virtual Work Method to answer the questions below considering th shown. Use the cross-sectional areas (A, in?) specified in the figure, E- and o 20 x 10oF a" is hinge supported and "c" is roller supported 80 (7.5) 10 (7.5) (4) (4) 20 20 1 Select the ansvver that most nearly gives the axial force on member ac the real structure in kips. Put (-) negative sign if its under compression. 61.947 Select 61.847 15.687 hearly acture 89 875 10.023 10.358 -99.684 80.000 (3)

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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