able load (in KN) if the column is fixed at both ends ar ty factor of 1.7 (4sigs) e buckled shape for part [1] as an elevation view, and column in the sketch. How many curvatures are in th

ZAIN IQ 36 Asiacell YE 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

Use cantilver method Calculate for the axial force in kN at member CB a = 40.4 kN, b = 21.7 kN, c = 3.6 m

4-23. The steel bar has the original dimensions shown in the figure. If it is subjected to an axial load of 50 kN, determine the change in its length and its new cross-sectional dimensions at section a-a. Est = 200 GPa, Ust = 0.29. 50 kN A 200 mm B 350 mm_ a -60 mm Prob. 4-23 200 mm -20 mm -20 mm 50 mm -20 mm 50 kN