Determine the force in member CD of the truss shown in the figure. Circled values are areas in square inches. E is constant. What is the horizontal Reaction at A? [Select] What is the Verticall Reaction at A? [S [Select] What is the Vertical Reaction at B? [Select] -10 ft What is the horizontal Reaction at C? [Select] What is the Vertical Reaction at C? [Select] B 30 k 15 ft- O 20 ft

Determine the force in member CD of the truss shown in the figure. Circled values are areas in square inches. E is constant. What is the horizontal Reaction at A? [Select] What is the Verticall Reaction at A? [S [Select] What is the Vertical Reaction at B? [Select] -10 ft What is the horizontal Reaction at C? [Select] What is the Vertical Reaction at C? [Select] B 30 k 15 ft- O 20 ft

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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EHide blc The simple truss is loaded by a system of forces as shown in the figure. The truss is supported by a pin at A and a roller at E. If P1 = 40 [KN] and P2 = 20 [KN], then the force developed in the member (ED) is. 2 m E 1.5 m- -1.5 m-1.5 m-1.5 m- P P2 Select one: O a. 51.78 kN - Tension Ob. 78.15 kN - Compression Oc. 17.85 kN - Tension d. 31.25 kN - Compression estion 6 The wagon and the girl, shown in the following figure, has a weight of 100 N Iocated at the center of gravity G. The front ull Lis SI O FUJITSU
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II. A circular column is made of concrete [E. 4.2(10³)ksi] while being reinforced with six steel rods [Est = 29 (10³)ksi]. It is acted upon 4 in. - 30 kip by an axial force of 30 kip as shown in the figure to the right. Each rod has a diameter of 0.85 in. 3 ft Solve for the following: a) Force in each steel rod, Pst b) Force in the concrete, P. c) Stress in each steel rod, Ost = kip kip %3D ksi d) Stress in the concrete, oc = ksi
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Question 2. A X Given, B RD: 8.75 C F₂ The above figure (not drawn to scale) shows a 6 m long beam subjected to forces F₁, and F₂. KN D »I»I»E F₁ = 80 kN, F₂ = 50 kN Length X = 2 m, Length Y = 1.5 m Calculate RB and Rp, the vertical reaction forces at the supports, B and D respectively. Enter your answers in kilonewtons (kN) in the boxes below: RB: 101.25 kN
Downloads/CW507-CW538-CW568-2-19S-%20Aircraft%20Structures%20Fundamentals.pdf (D Page view A Read aloud V Draw E Highlight ++ Question 4: The frame consists of right-angled triangles of base 2 m with angles as shown in Figure Q4. It is supported vertically at pins F and D and is subjected to the loading shown at pins A, B and C. (a) Determine the support reaction at F and D. (b) Use the method of joints to determine the type (tension or compression) and the magnitude of the force in each member of the frame. 30 kN 40 kN B 20 kN 60° 90° 60° 90° 60° D Figure Q4 (25 marks) SW 2020
Page < Based on the given equations for the bending moment M(x) applied to the shown beam, determine the vertical deflection of the beam at distances of 1 [m], 2 [m], 2.5 [m] and 3 [m] from the left support. Assume an elastic modulus of E= 200 GPa and the cross-sectional moment of inertia is I= 4.5 x 10-6 m². Shear Force [N] 400 200 Moment [Nm] D -200 -400 -600 -800 -1000 -1200 10 1000 800 600 400 200 D 0.5 0.5 2 m 1 1.5 1.5 (400x M(x) = {-400x² + 2000x - 1600 Shear Diagram 2 Distance [m] Moment Diagram (2.5,900) 2 Distance [m] 800 N/m 2.5 2.6 2 m if x < 2 if 2 ≤ x ≤ 4 3 3.5 3 3.5 of S
What is the Vertical Reaction at B in kips? [add negative (-) sign if answer is to the left / downwards]
> Next question You can retry this question below A triangular distributed load of max intensity w-490 N/m acts on beam AB. The beam is supported by a pin at A and member CD, which is connected by pins at C and D respectively. Determine the reaction forces at A and C. Enter your answers in Cartesian components. Assume the masses of both beam AB and member CD are negligible. cc 030 BY NC SA 2016 Eric Davishahl Variable Value 6.6 m a b C D 11.88 m 4.95 m Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. The reaction at A is A = -11268.69 N. The reaction at Cis C= 11268.69 N. 20 Submit Question Jump to Answer X2-3923.92 B X2+ -8451.52 H X X