Problem 1Determine the resultant force R of the two forces, F= 400. N, F2= 600. N, and 0 60°as shown1) Construct a force diagram;2) Use the law of sines and the law of cosines to determine the magnitude anddirection for R*Note: you need to set your scale for the measurement. For example, let be 100. N.60600 N400 N

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Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter14: Computational Engineering Tools Electronic Spreadsheets

Section: Chapter Questions

Problem 16P

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SOLVE AREA METHOD. NOT BY FORMULA METHOD THEN PLOT IT AND GET THE COORDINATE PER 1 SECOND. a) Determine the acceleration per one second.b) Determine the velocity per one second if the initial velocity is V1 m/s.c) Determine the displacement per one second if the initial displacement is S1 m
Two forces are applied as shown to a hook, where P is 600 N and Q is 900 N. Determine graphically the magnitude and direction of their resultant using the triangle law.
For the figure shown, determine the EI (area) under AB about point B using area –moment method. Express your final answer to the nearest whole number in N.m^3
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a 30 m steel tape was used to measure aline and the initial pull is 5.5 kg. Pull at time of measurement is 8 kg. Weight of tape is 0.05 kg/m. E = 2.1x106 kg/cm2. Cross section =0.04 sq.cm. Measured distance between twopoints = 471.450 m in an inclined surface having a gradient of 3%. Find the correct horizontal distance between the two points.
A cylinder having a mass of 250 kg is to be supported by the cord that wraps over the pipe. Determine the smallest vertical force F needed to support the load if the cord passes (a) once over the pipe, β = 180°, and (b) two times over the pipe, β = 540°. Take μs = 0.2.
Solve and Include the given with the required quantities and draw the diagram of the given problem. Determine the resultant of the following concurrent forces: 8 N, 60 o N of E and 40N, 45 o N of W using: b. parallelogram method (For b use the scale: 2N =1 cm.)
1. Solve and show solution W1=115 p1=30 p2=35 p3=40 p4=50
Using ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️
The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following using slope deflection method: 1. Slope at B, in radians
In the figure shown,block B is pulled downwith a velocity of 0.3 m/s.Calculate the velocity ofblock A and determine thedirection of motion.
SHOW COMPLETE SOLUTION Two blocks A and B of weights WA and WB respectively rest on a rough inclined plane and are connected by a short piece of string as shown in the attached figure. If the coefficients of friction between the blocks and the plane are respectively nA = 0.2 and nB = 0.3, find (a) the angle of inclination of the plane for which sliding will impend, and (b) tension in the string.Take WA = WB = 20 N.

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