PDAleKL*L*LLoading status in figureq = 4 kN/m,P = 48 kN40in the bardimensionsL= 2 m and e= 0.5 m.The cross-sectional effects at point E will be calculated.A is fixed, B is sliding joint bearing.Accordingly, at point B in abutment Bx =? noneO B) 0O C) 24O D) 16O TO) 48

P D B E C ading status in figure = 4 kN/m, = 48 kN the bar nensions 2 m and e= 0.5 m. e cross-sectional effects at point E will be calculated. is fixed, B is sliding joint bearing. Ecordingly, at point B in abutment Bx =?

P D B E C ading status in figure = 4 kN/m, = 48 kN the bar nensions 2 m and e= 0.5 m. e cross-sectional effects at point E will be calculated. is fixed, B is sliding joint bearing. Ecordingly, at point B in abutment Bx =?

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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Question

P
D
A
le
KL*L*L
Loading status in figure
q = 4 kN/m,
P = 48 kN
40
in the bar
dimensions
L= 2 m and e= 0.5 m.
The cross-sectional effects at point E will be calculated.
A is fixed, B is sliding joint bearing.
Accordingly, at point B in abutment Bx =?

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