Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces - 400 kN and P, 360 kN acting at points A and D, P respectively (see figure). Bars BE and CF are made of steel (E - 200 GPa) and have cross-sectional areas 9,280 mm. The distances 11,100 mm and Acr between various points on the bars are shown in the figure. Determine the vertical displacements & and ôp of points A and D, respectively. T15m 1.5 m 2.1 m P = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m
Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces - 400 kN and P, 360 kN acting at points A and D, P respectively (see figure). Bars BE and CF are made of steel (E - 200 GPa) and have cross-sectional areas 9,280 mm. The distances 11,100 mm and Acr between various points on the bars are shown in the figure. Determine the vertical displacements & and ôp of points A and D, respectively. T15m 1.5 m 2.1 m P = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.29P: A T-frame structure is composed of prismatic beam ABC and nonprismatic column DBF that are joined at...
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