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 = = between various points on the bars are shown in the figure. Determine the vertical displacements dA and dp of %3D %3D 11,100 mm and ACF 9,280 mm. The distances %3D Doints 4 and D rospectively

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 mm?. 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.
E1.5 m 1.5 m – 2.1 m-
A
B
P = 400 kN
2.4 m
P2 = 360 kN
0.6 m|
E
مع اجابة السؤال الأول من هنا
طلب الإذن بالتعدیا
Transcribed Image Text:38% @ 10:26 ص ZAIN IQ II.. A docs.google.com 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 mm?. 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. E1.5 m 1.5 m – 2.1 m- A B P = 400 kN 2.4 m P2 = 360 kN 0.6 m| E مع اجابة السؤال الأول من هنا طلب الإذن بالتعدیا
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