Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F = 7.6 kN, a = 2.3 m, b = 3 m, c = 2 m, and d = 2 m. AS F Answers: BE= BD = a B b Save for Later E i 52.52 i -9.58 a D KN kN Attempts: 0 of 1 used Submit Answer

Find the force in bar CD using METHOD OF SECTIONS (hint:  there is no need to find reactions)

Complete solution & don't copy

i li. In. e Google Translate العربية الإنجليزية - الإنجليزية A singly reinforced beam 250x500mm in a section is reinforced with four bars of 16mm diameter with an effective cover of 50mm. Effective span of simply supported the beam is óm. Assuming f'c=2OMPA and fy=415MPA. Determine the central concentrated force that can be carried by the beam. تحويل الصوت إلى نص كاميرا العربية يتم تعزيز العارضة المقواة بشکل فردي 250 x 0 50 م م في مقطع بأربعة قضبان بقطر 16 م م مع . فعال يبلغ 50 م م. المدى الفعال ل لشعاع المدعوم ب بساطة هو m. بافتراض fc = 20MPa و = fy 415MPA. حد د القوة المركزية المركزة التي يمكن أن تحملها الحزمة. elbi %3D %3D ytmu taeziz alearidat almuqwat bishakl fardi 250 * 500 mima fi .

Complete Solution. Thank you! I'll rate asap. Given: a = 23.5 kN, b = 22.5 kN, c = 4.5 m Instructions: 3 Decimal Places Questions: a. Using Cantilever method, calculate for the force in kN at member DC. b. Using cantilever method, calculate for the axial force in kN at member CB. c. Using cantilever method, calculate for the axial force in kN at member FE. d. Using cantilever method, calculate for the axial force in kN at member CG. e. Using cantilever method, calculate for the axial force in kN at member GK.

Method of Joints

determine the stiffness k of each spring so that the 30-N force causes the bar to tip angle = 15 degrees when the force is applied. Originally the bar is horizontal and the springs are unstretched. Neglect the weight of the bar. and the springs are 15 unstretched. Neglect the weight of the bar. app C - 1 m 30 N wwww B k 2m Probs. 5-39/40 wwww

determine the greatest force p that can be applied to the truss so that none of the members are subjected to a force exceeding either 3kn in tension or 2kn in compression. Embed your answer

For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 10 kN, F2 = 20 kN, F3 = 25 KN, F4 = 40 kN, and M = 120 kN-m. 6 m H G F F₁ Answers: 8 m F₂ Equation of line: y = x-axis: x = i 6.99 y-axis: y = 2.91 i B M D 0.415 -F₁ F₂ m m X+ 2.91 m

Force of member BH and indicate if it is in tension or compression.