6. For one rectangular column, when the length of the side along theeccentric direction of axial load is greater than that of other direction,thelonger side should be checked as () compression,and the shorted sideshould be checked as ()compression.A. eccentric ,eccentricC. axial , axial7. The failure pattern of locally uniform compression of masonry are theB. eccentric , axialD. axial, eccentricfollowing except ().A. damage caused by the develop of vertical cracksB. splitting failureC. locally crushedD. tension failure8. One concrete beam is put on the wall (just as shownin the right figure).It is known that b=250mm,h=370mm, the length of the wall is 2m, so calculationarea affecting local compressive strength of masonryAAo= ()mm?.A. 92500В. 229400C. 247500D. 3663009. When checking the bearing capacity of local compression of masonry atthe support of the beam end, it is known that Ao=3.7A, so the value ofreduction coefficient of the upper load y is ( ).А. 1.5В. 1.0第2页

solution Given the rectangular column with eccentric loading the eccentric axial load applied…

6. For one rectangular column, when the length of the side along the eccentric direction of axial load is greater than that of other direction,the longer side should be checked as ( ) compression,and the shorted side should be checked as ( )compression. A. eccentric ,eccentric B. eccentric , axial C. axial , axial D. axial, eccentric

6. For one rectangular column, when the length of the side along the eccentric direction of axial load is greater than that of other direction,the longer side should be checked as ( ) compression,and the shorted side should be checked as ( )compression. A. eccentric ,eccentric B. eccentric , axial C. axial , axial D. axial, eccentric

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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