Question 1 options:
Determine the moment of force F about an axis extending between A and C. Express the result as a Cartesian vector. Use F = {5i + 10j - 4k} kN, L1 = 5 m, L2 = 4 m, and L3 = 3 m for your calculations.
Your answer:
x-component of the resultant moment in kNm (round the result to 1 decimal place):
y-component of the resultant moment in kNm (round the result to 1 decimal place):
z-component of the resultant moment in kNm (round the result to 1 decimal place):
Question 1 options: Determine the moment of force F about an axis extending between A and...
5. Determine the moment of the force F about an axis extending between A and C. Express the result as a Cartesian vector. F={3i+11j-2k}Ib 3 YPAD
Determine the moment of the force F about an axis extending between A and C. Express the result as a Cartesian vector. (Figure 1) Express your answer in terms of the unit vectors i, j, and k using three significant figures. 3 L F = [4i + 12j - 3k lb
Replace the force F acting on the pipe assembly by an equivalent resultant force and couple moment at point A.Use F = 165 N, a = 740 mm, b = 130 mm, c = 370 mm, d = 675 mm, θ1 = 57 degrees, and θ2 = 64 degrees for your calculations.Your Answer :x-component of the resultant force at point Ain N (round the result to 1 decimal place):y-component of the resultant force at point Ain N (round the result to...
Determine the moment of force F about point O . Express the result as a Cartesian vector. (Figure 1). Assume F= 570 4 m 3
If the maximum force in each rod can not exceed F, determine the greatest mass of the crate that can be supported. Use F = 2,300 N, L1 = 2.2 m, L2 = 3.8 m, and L3 = 2.8 m for your calculations. 3 m --2 m2 1 m 2 m 0 2 m 1 m L1- If the maximum force in each rod can not exceed F, determine the greatest mass of the crate that can be supported. Use...
The line of action of force F passes through point B. Find the moment due to force F about axis AC, given: F̄ = <10, 70, -10> lbs, AX = 6 ft, AY = 3 ft, AZ = 7 ft, BX = 7 ft, BY= 5 ft, BZ = 9 ft, CX = 5 ft, CY = 5 ft, CZ = 1 ft MAC = lb·ft M̄AC= < , , > lb·ft Find the moment about points A, B, C,...
The space structure is subjected to a force F = -5i + 3j – 7k (kips) applied at joint H. 1- Determine the moment of the force about line CG. 2- Determine the moment of the force about line DE. 3- Express the moments in Cartesian coordinates. 8 ft 8 ft
Name Lecture 8 Assignment Problem 1 Determine the moment of the force F about the aa axis. Express the result as a Cartesian vector. Given: F 600 lb a=5ft b 3 ft c-2 ft d 4 ft e 4 ft f 2 ft ca
Problem 1) Determine the moment of force Fabout Point A. Express the result as a cartesian vec (25 points) F = {6i + 2j + 3k} kN 42m - 3 m- /1my
Question 1: Consider the beam below. Please use the table below to determine the appropriate values for your question. The effects of self-weight are negligible compared to effects of the applied loading. Draw the bending moment diagram (BMD) and shear force diagram (SFD), clearly indicating the values of V & Mat A, B, C, & D Also show the location(s) and value(s) of maximum sagging and/or hogging moment. Include your working. L2 L3 Group 2A Li (mm) w (kN/m)P (kN)...