Q.5) A moment and four forces are applied to a two-dimensional frame as shown in figure below. Replace the given force system by a resultant force system acting at point A. Then replace the resultant force system by the simplest resultant and find x and y intercepts of its line of action. 50 Ib 10 in. 80 lb 18 in. 14 in.- 75 lb B 12 in. 100 in.-lb 90 lb -16 in. 16 in.

Q.5) A moment and four forces are applied to a two-dimensional frame as shown in figure below. Replace the given force system by a resultant force system acting at point A. Then replace the resultant force system by the simplest resultant and find x and y intercepts of its line of action. 50 Ib 10 in. 80 lb 18 in. 14 in.- 75 lb B 12 in. 100 in.-lb 90 lb -16 in. 16 in.

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

All information given
ENGINEERING MECHANICS UPVOTE WILL BE GIVEN. NO LONG EXPLANATION NEEDED. ANSWER ONLY.
A system of Forces is shown in the Figure. All length units are in meters. Determine the moment.
Give me right solution according to the question. Draw a member force line (shear force, bending moment) using deflection in the beam in the following figure.
Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward force 1m from the left support and a moment of 100N-m (counterclockwise) 3m from the left support. The product El = 1,000,000, where E is the modulus of elasticity in Pascals and I is the moment of inertia in meters to the fourth power. Analyze the beam using area moment method. 18. Determine the vertical deflection at the point where the 100N-m moment is located O a. 1.142mm O b. 0.742mm O c. 0.542mm O d. 0.342mm W
1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector ÅBc 3. The position vector Tɛ/a 4. The position vector īB/a
7. As shows in the picture, two circular rods have the same diameter, left rod made by steel, right rod made by aluminum, the ratio of shear modulus of two material is 1:3, the deformation of the curved arm at end of the two circular rod is not considered. Request: What proportion of force F will be allocated to the left and right two poles? St Al
Problem 4.39 Consider the system shown in (Figure 1). Figure 1 of 1 45° 7 ft F= 80 lb 3 ft B 1.5 ft < 5 ft 401 1.5 ft D x1 Part A Determine the moment of the force F about the door hinge at B. Express the result as a Cartesian vector. Express your answer in terms of the unit vectors i, j, and k. Use the 'vec' button to denote vectors in your answers. Express your answer using three significant figures. Π ΑΣΦ ↓↑ vec MB = Submit My Answers Give Up Incorrect; Try Again; 3 attempts remaining ? N.m Provide Feedback Continue
The moment of the force F=360-lb about the point O in Cartesian vector form is. F 1 ft 4 ft' 2 ft 4 ft Select one: O a. Mo = 600j – 1200k b. Mo = –200j + 400k O c. Mo = -200j – 400k O d. Mo = 200 + 400k
01: A uniform bar of weight W-150 lb is held at its horizontal position by two cords AB and AC, as shown below. Determine the angular acceleration of the bar and the tension force TAB of the cord AB when the cord AC is cut. - 4 ft – B 3 ft