Determine the moment of the two forces about X, Y and Z axes shown in the figure Y.-5 m100 N100 N-6 mDETERMINE THE MOMENTS OF THE TWOFORCES ABOUT X, Y, AND ZAXES SHOWN INTHE FIGURE1.m 100 N100 Nm1. DETERMINE THE MOMENTO OF THE TWOFORCES ABOUT X Y. AND ZAXES SHOWN INTHE FIOURE3 m

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Answered: Determine the moment of the two forces…

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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Determine the moment of the vertical reaction at point.A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1h, i.e. Ay x XR. Given /= 2.2, P1 = 40, P2 = 80, w1 = 20 and w2 = 40. (Note: Negative "-" for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay.] P, kN P2 kN W, kN/m W2 kN/m B I m 21 m 21 m Figure 3.1h
The frame is subjected to a distributed load which starts at 200 N/m at A and increases to 250N/m at D. a) Using the figure to the right of the frame, draw a free-body diagram of the frame. Label the reaction forces at A and D and replace the distributed load with equivalent force(s). b) Draw a free-body diagram of member AB and member BC and label all the forces. c) Determine the reaction forces at A and C. (Be sure to include the direction.) For full credit indicate for each equilibrium equation whether the equation is for the entire frame, member AB, or member BC. 250 N/m 200 N/m A - 3 m 3 m 2.5 m 6 m 6 m Free-body Diagram of Frame
1.)The original figure and requirement(s) , 2.)Free body diagram with complete label, 3.) Formulas and its proper symbols, 4.) Direction of forces and sign convention. The vertical and horizontal components must also be indicated in your freebody diagram. Write Legibly. Use three significant figures for final answer .
Determine the x-y and n-t components of the 19-kip force Facting on the simply-supported beam. F = 19 kips L. Vs 30% 14' B -n 21' 19°
The frame shown in the Figure is supported by a hinge at A and a roller at E. Compute the horizontal components of the hinge forces at B as they act upon member AC in kN. P = 70 kN and x = 6.8 m. Write numerical value only and in 2 decimal places.
Please help me answer the first question
Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1f, i.e. A, X XR. Given /= 1.8, P1 = 30, P2 = 20 and w = 10. (Note: Negative "." for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay. ] P, kN W kN/m P, kN 21 m 21 m Figure 3.1f
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