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 ARE = 11,100 mm² and Acr = 9,280 mm?. The distances between various points on the bars are shown in the figure. Determine the vertical displacements d, and op of points A and D, respectively. 15 m 1.5 m- 2.1m- BO D P = 400 kN 2.4 m P2 = 360 kN F

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 ARE = 11,100 mm² and Acr = 9,280 mm?. The distances between various points on the bars are shown in the figure. Determine the vertical displacements d, and op of points A and D, respectively. 15 m 1.5 m- 2.1m- BO D P = 400 kN 2.4 m P2 = 360 kN F

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

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docs.google.com/forms/ A
السؤال الاول) 40ا درجة(
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 Acr = 9,280 mm?. The distances
between various points on the bars are shown in the figure.
Determine the vertical displacements 8A and dp of
points A and D, respectively.
E1.5 m -1.5 m 2.1 m
A.
D
P = 400 kN
2.4 m
P2 = 360 kN
0.6 m
قم برفع اجابة السؤال الأول من هنا *
إضافة ملف
السؤال الثاني: )30 درج
/ طلب الإذن بالتعدیل
Q2:The solid aluminum shaft has a diameter of 50 mm.
Datermine the ahenlute mavimum ehear etrace in the chaft and

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