Q1: The horizontal rigid beam ABCD is supported byvertical bars BE and CF and is loaded by vertical forcesP = 400 kN and P2 = 360 kN acting at points A and D,respectively (see figure). Bars BE and CF are made ofsteel (E = 200 GPa) and have cross-sectional areasABE = 11,100 mm² and AcF = 9,280 mm². The distancesbetween various points on the bars are shown in the figure.Determine the vertical displacements da and dp ofpoints A and D, respectively.%3DE 15 m 1.5 m 2.1 m-ABODP1 = 400 kN2.4 m P2 = 360 kNF0.6 m|E

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Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P = 400 kN and P2 = 360 kN acting at points A and D, respectively (see figure). Bars BE and CF are made of steel (E = 200 GPa) and have cross-sectional areas ABE = 11,100 mm and ACF = 9,280 mm2. The distances between various points on the bars are shown in the figure. Determine the vertical displacements dA and dp of points A and D, respectively. %3D %3D E 15 m – 1.5 m – 2.1 m | A B D P = 400 kN 2.4 m P2 = 360 kN F 0.6 m| E

Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P = 400 kN and P2 = 360 kN acting at points A and D, respectively (see figure). Bars BE and CF are made of steel (E = 200 GPa) and have cross-sectional areas ABE = 11,100 mm and ACF = 9,280 mm2. The distances between various points on the bars are shown in the figure. Determine the vertical displacements dA and dp of points A and D, respectively. %3D %3D E 15 m – 1.5 m – 2.1 m | A B D P = 400 kN 2.4 m P2 = 360 kN F 0.6 m| E

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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