Please answer number 1 and why is number 2 correct? Fornos. 1-5, consider a 2.4-m boom held by fixed support at C and supported by two cables AD and AE. The tension in cablesAD and AE are 325 N and 280 N, respectively.0.8 m0.8 m0.6 mB1.2 m1.2 m1.2 m1. Which of the following gives the moment about the y-axis of force TAE acting at A?288 N-m2. Which of the following gives the moment about point C of force TAD acting at A?(-180i-240j + 0k) N-m

Given data:- Tension in cable AD is 325 N Tension in cable AE is 280 N Below diagram is given in…

For nos. 1-5, consider a 2.4-m boom held by fixed support at C and supported by two cables AD and AE. The tension in cables AD and AE are 325 N and 280 N, respectively. 0.8m 0.8 m 0.6m 1.2 m 1.2m 1.2m 1. Which of the following gives the moment about the y-axis of force TA acting at A? 288 N-m + X 2. Which of the following gives the moment about point C of force TAD acting at A? (-180i-240j +0k) N-m +

For nos. 1-5, consider a 2.4-m boom held by fixed support at C and supported by two cables AD and AE. The tension in cables AD and AE are 325 N and 280 N, respectively. 0.8m 0.8 m 0.6m 1.2 m 1.2m 1.2m 1. Which of the following gives the moment about the y-axis of force TA acting at A? 288 N-m + X 2. Which of the following gives the moment about point C of force TAD acting at A? (-180i-240j +0k) N-m +

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The boom AC in the figure rests in a ball and socket joint at A and is held in equilibrium by the cables BE and CD. The load applied at C. Determine the coordinates of D in the YZ plane so that the force in CD will be a minimum. Neglect the weight of the boom and cables.
plz solve it in slope deflection !! Determine the reactions at the supports. Assume A is fixed connected. E is constant SAN/m LAn-1250 (10') mm* 3 m 20 kN Inc 625 (10) mm
3.3) A 30-N force acts on the end of the 8-m lever as showh. Determine the moment of the force abouto. 20 SON 50
Determine the internal normal force at point C of the beam. Give your answer in N and to 3 significant digits. 200 N/m nguni C -3 m- 400 N/m 3 m B
CLO 3: An 8-m simply supported beam AB carries a downward 8- kN point load located 6 m from the left support A. Determine the value of constant of integration, c2. -35/EI -40/EI -20/EI
The bar ABC of negligible weight is supported by a pin at A and a rope that runs around the small pulley at D and the 10-kg homogeneous disk. Determine the tension in the rope and reactions at the pin at A. D 450 mm 240 mm A B left 1:15:33
10 kip/ft 50 kip · ft A B 5 ft 5 ft The simply-supported beam above is subjected to a uniformly distributed load and couple moment, as shown. The beam is supported by a pin at A and roller at B. Which of the following best describes the shape of the shear diagram between point A and the midspan of the beam? a) zero b) constant c) linear d) parabolic e) cubic
The truck is moving along a 20 m span of beam. The front axle is 30 kN, the middle is 75 kN and the rear is 45 kN. The middle load is space 4m from the front and 8 m from the rear. a. Determine the moment under each axle. b. Calculate the maximum moment produced by the load. c. Calculate the maximum shear.
Determine the internal moment at point C of the beam. Give your answer in N-m and to 3 significant digits. 400) N/m 200 N/m -3 m C 3 m B
Start A cable is used as a laundry washing line whose end points are fixed at A and B. The clothes on the line resemble approxirnately a constant line -10 m- Tabus nents 5 m 4 m load w = 56 N/m. Compute the maximal force in the line for a minimal distance of the line to the ground given by 3 m.
2- The beam shown in the figure, supports a uniform dead load of 500[N/m] and a single live concentrated force of 3000[N]. Determine the maximum positive shear at E. Assume the support A is a pin, B and D are rollers, and C is a pin. D -3m -3m -3m -3 m
- For the beam shown (Figure P-1), calculate reactions and draw shear and moment diagrams. Sketch the deflected shape. A, D, and F are a roller, B and E are pin'hinge, and C is a pin. Concentrated moment is 1,200 kips-ft, uniformly distributed load is 1 kips/f, and the concentrated force is 60-kips. 1,200 k-ft Hngs 6ok Honge 30 60- T30 30 *30 40