PRACTICE ANOTHER As shown below, a sign weighing 186 N is hanging (via a wire) from a uniform 344 N beam of length L. Additionally, the beam is attached to a cable that makes an angle 8 (849°) with the beam. 0.7 L 0.5 L S Determine the tension in the cable and the magnitude & direction of the force the hinge (the orange circle) exerts on the beam. Cable tension= Hinge force= Direction of hinge force = relative to the vertical in quadrant | Choose quadrant-

PRACTICE ANOTHER As shown below, a sign weighing 186 N is hanging (via a wire) from a uniform 344 N beam of length L. Additionally, the beam is attached to a cable that makes an angle 8 (849°) with the beam. 0.7 L 0.5 L S Determine the tension in the cable and the magnitude & direction of the force the hinge (the orange circle) exerts on the beam. Cable tension= Hinge force= Direction of hinge force = relative to the vertical in quadrant | Choose quadrant-

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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A uniform horizontal beam with a length of l=8.00m and a weight of Wb=200N is attached to a wall by a pin connection. Its far end is supported by a cable that makes an angle of 53.0 with the beam(figure a).A person of weight Wp=600N stands on the beam. Let d represent the distance in meters between the person and the hinge at the left end of the beam.(see figure c) a)Show that the cable tension is given by T=93.9d+125, with T in Newton’s. b)Show that the direction angle of the hinge force is described by tan ? =(32/3d + 4 − 1)tan 53.0°. c)Show that the magnitude of the hinge force is given by R = root 8.82 103d 2 − 9.65 104d + 4.96 105. d)Describe how the changes in T, ?, and R as d increases differ from one another.
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. QUESTIONS: a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. GIVEN: a. 3.1 b. 18.0 c. 20
A civil engineer used a 200 m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25 m. The 30 m tape is of standard length at a temperature of 10 degrees Celsius and a pull of 50 kg. During measurement the temperature reading was 15 degrees Celsius and the tape was supported at both ends with an applied pull of 75 kg. The cross-sectional area of the tape is 6.50 mm^2, and the modulus of elasticity is 200,000 kg/mm^2. The tape has a mass of 0.075 kg/m. Take C = 0.0000116 per degrees Celsius.b) Determine the Correction due to Pull for the measured line
A civil engineer used a 200 m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25 m. The 30 m tape is of standard length at a temperature of 10 degrees Celsius and a pull of 50 kg. During measurement the temperature reading was 15 degrees Celsius and the tape was supported at both ends with an applied pull of 75 kg. The cross-sectional area of the tape is 6.50 mm^2, and the modulus of elasticity is 200,000 kg/mm^2. The tape has a mass of 0.075 kg/m. Take C = 0.0000116 per degrees Celsius. Determine the Correction due to Sag per Tape Length
A civil engineer used a 200 m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25 m. The 30 m tape is of standard length at a temperature of 10 degrees Celsius and a pull of 50 kg. During measurement the temperature reading was 15 degrees Celsius and the tape was supported at both ends with an applied pull of 75 kg. The cross-sectional area of the tape is 6.50 mm^2, and the modulus of elasticity is 200,000 kg/mm^2. The tape has a mass of 0.075 kg/m. Take C = 0.0000116 per degrees Celsius. Determine the Correction due to Temperature per Tape Length
ASAP, answer the two questions to receive a like. A cable weighing 150N/m has a span of 180m and a sag of 45m. Determine the distance between the lowest point of the cable to the ground (c). a. 94.25 b. 93.69 c. 91.69 d. 96.69
Situation: A simply supported beam with overhang is subjected to the loads of intensity and location shown. E = 180 GPa and I = 2.2 x 108 mm4. Using the Double Integration Method, Determine the following: 1. Deflection at Point B. 2. Slope at Point B. 3. Deflection at Point C. 4. Slope at Point C. 5. Deflection at Point E. 6. Slope at Point E. Slopes(degrees)/ Deflections(mm) shall be rounded to the nearest 4 decimal places.
Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solutions. a. Deflection at point B in mm.b. Deflection at point E in mm.c. Slope of the elastic curve at point D in degrees. Valuea = 4.20b = 26c = 50d = 88 Thank you very much!
I rephrased the question so that so that it can be better understood. The original question is in the picture i sent. Using the slope and deflection method: Determine the end fixing moments and the central deflection of a built in beam of uniform section of the length "L" which carries a load that increases uniformly from zero at each end to "w" per unit length at the centre. End fixing moments answer given: (5/96)wL^2 Central deflection answer given: (7/3840) wL^4/EI
Question:A cantilever beam whose cross-section is shown is subjected to theloads of intensity and location stated below. use E = 100 GPa.Using the Virtual Work Method, Determine the following:1. Determine the deflection and slope at point F.2. Determine the deflection and slope at point E.3. Determine the deflection and slope at point D.4. Determine the deflection and slope at point C.5. Determine the deflection and slope at point B.
pls help! write the complete solutions and legibly. UPVOTE will be given! Answer in 4 decimal places. Dynamics of Rigid Bodies The 20-kg disk A is attached to the 10-kg block B using the cable and pulley system shown. If the disk rolls w/o slipping, determine its angular acceleration and the acceleration of the block when they are released. Also, what is the tension in the cable? Neglect the mass of the pulleys. C.
Need help. DO NOT ROUND OFF WHILE COMPUTINGThe portable camping table shown in the figure is to support a load P = 101 N. If the load is 0.50 from Support D, find the Tension in the cable.