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. 080 BY NO BA 2016 Eric Davishahl Variable Value 6.6 m a b С 11.88 m 4.95 m D 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 -12268 N. The reaction at C' is C-11268 N. -b- x xi+ -3923 B Xi+8451 X

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. 080 BY NO BA 2016 Eric Davishahl Variable Value 6.6 m a b С 11.88 m 4.95 m D 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 -12268 N. The reaction at C' is C-11268 N. -b- x xi+ -3923 B Xi+8451 X

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

See similar textbooks

Similar questions

Find the centroid of the given shaded area
Solve step by step in digitl format
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
Support A is a pin. Support B is a roller. Each support can support a maximum of 9kN. Determine which support will fail first and at what value of w does this occur. HINT, create relationships of w to the support reactions of B first then sub into Equilibrium to find Ra, and then compare to 9kn load. 3 A 4m B 2.50 ㅠ 3.5,
Got 10.5 kg answer
True one
A frame supported by pins A and C is made up with bar AB and L-bar BC connected by pin B. It is loaded by a 72 Nm moment at the midpoint D of bar AB, an 18 N concentrated load at joint B, and a 6 N/m distributed loading, as shown. Clearly show ALL FBDS used. 0.4m 0.8m 18 N 72 Nm 0.6m 6 N/m A Determine the following: a. The reactions at support A (include directions in your final solutions) Ag |N Ay N b. The reactions at support C (include directions in your final solutions) N Cy N
Please don't provide handwritten solution...
A rigid weightless be am SUPPorted at the point D by the pixed goint loo ded by the momend M is Support and points B and c holding the beam horisonta lly . a + the ver tical bs connected are For the data listed below determne ! Data > E = 2.1x10$ MPa gie ld stres 6y: 250 MPa , foctor oc Sofety Sr-1.S * Necessoy are a wetion A ? Of Cross - Other Data ; I 5 cM , a : U cm Ma SONM Safety · design method ond limit-state- mordatory. * Use both, Factorr design netled. Both net hats A.E 2A a
Problem (1) Consider the shown plane truss. Take: EA= 10' lb for all members, P = 1,000 lb, and L = 20 in. Use the Finite Element Method to: 60° 4 a. Assemble the reduced stiffness matrix of P L. 60° 2/L the truss. b. Calculate the displacements at the nodes. c. Calculate the values of the support reactions at node 1 only. L\3 09 7 .09,