The force F = {-6i + 3j + 18 k} N is applied to the blockshown in (Figure 1).Determine the moment of the force F about the diagonal AF of the rectangular block.Express your answers in newton-meters to three significant figure. Enter the x, y, and zcomponents of the moment separated by commas.ΜΕ ΑΣΦ Πvec?(MAP)(MAF) (MAF)=Submit Previous Answers Request Answer× Incorrect; Try Again; 16 attempts remainingFigure1 of 1Provide FeedbackDFB1.5 mG↓3 mN-mNext >

Answered: The force F = {-6i + 3j + 18 k} N is…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Consider the foliowing free body dagram. 2 N/m 20 m 10 m A- 20 N B,- 20 N 20-x 2 N/m A 20 N 50 N/m 200 N-m B, 20 N Select the correct expression for V Hint: Consider the left partian of the beam. Replace distributed force weh an equivalent force. Then use equilibrium equation for vertical forces. O. V-20+2x O t. V,=20-2x O. No comect arewer given Od. V,--20-2x
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1.2.6
3.) The Force F produces a moment of F+B N•m clockwise at point A, and equal magnitude of moments (in N-m) directed counter – clockwise at point B and clockwise at the origin 0. The Force F acts at point C. Determine the following: a.) The Force F. b.) The coordinate y. Substitute: B=465, C=9, F=2060 y A(0, C). C(6,y) 4 O(0,0) B(6,0) F 3:
66
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Using Method of Area solve.. The beam has a loose fit built-in support at B which allows the end of the beam to rotate through the angle Ө0 = 0.75° when the load is applied, as shown in the detail. E = 72 GPa and I = 120 x 106mm4. Determine the following: Reaction at A (kN) Moment at B (kN m) Slope at A in radians Displacement at the application of 200kN load
Forces F1, F2, and F3 act at point A. The forces are F1 = (364i + 364j − 364k) N, F2 = (−546j − 409k) N, and F3 = (455i) N. (a) Determine the resultant moment of the three forces about point O. Report your answer as a Cartesian vector in N · m. M0 = ( ) N m (b) Determine the resultant moment of the three forces about point O. Report your answer in terms of its magnitude in N · m and direction angles in degrees. M0 = (N m) αO = βO = γO =
Calculate the vertical component of the internal force at B. Let W = 2 kips/ft. and P = 22 Note: 1. Answer in whole number 2. Indicate the Minus sign (-) if answer is negative. For positive answer "no need" to write the (+) sign. P- 9'- B W 10' C D 12'
What is the value of the vertical reaction force at E in N? if P = 32-N. (Note: enter your numeric answer only. No need to enter units. Give your answer to three decimal places and negative in the down direction). Ey = -2 m- -2 m D E C 1.5 m B.
The deflection curve for a simple beam AB (see figure) is given by the following equation: A. Describe the load acting on the beam. B. Determine the reactions RA and RB at the support. C. Determine the maximum bending moment Mmax.
Use the Unit Load Method to compute the horizontal displacement AAX of joint A of the following planar frame. Assume that the frame has a roller support at A, a simple support at C, and that all members have same El. Express your answer as a positive EIAAX value (e.g. EIAX = 120). Drop any minus sign from your answer. C d4 El = constant C= 200 GPa I= 500(106) mm4 d1 d2 d3 Assume that W = 15 kN/m P = 10 kN d1 = 1.5 m d2 = 1.5 m d3 = 4 m d4 = 4 m The value of EIAAX is equal to:

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