A 1,400-N uniform boom at ø = 63.5° to the horizontal is supported by a cable at an angle 0 = 26.5° to the horizontal as shown in the figure below. The boom is pivoted at the bottom, and an object of weight w = 2,050 N hangs from its top. Pivot (a) Find the tension in the support cable. 1.41 Your response differs from the correct answer by more than 10%. Double check your calculations. kN (b) Find the components of the reaction force exerted by the pivot on the boom. (Assume the positive x-direction is to the right and the positive y-direction is upward. Include the sign of the value in your answer.) 1.26 horizontal component Your response differs from the correct answer by more than 10%. Double check your calculations. kN vertical component 2.75 kN

A 1,400-N uniform boom at ø = 63.5° to the horizontal is supported by a cable at an angle 0 = 26.5° to the horizontal as shown in the figure below. The boom is pivoted at the bottom, and an object of weight w = 2,050 N hangs from its top. Pivot (a) Find the tension in the support cable. 1.41 Your response differs from the correct answer by more than 10%. Double check your calculations. kN (b) Find the components of the reaction force exerted by the pivot on the boom. (Assume the positive x-direction is to the right and the positive y-direction is upward. Include the sign of the value in your answer.) 1.26 horizontal component Your response differs from the correct answer by more than 10%. Double check your calculations. kN vertical component 2.75 kN

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

PLEASE ANSWER I NEED IT ASAP
Distance is measured as 605.75m with a 50-m tape supported on quarters with a pull of 6.5kg. The standard pull of the tape is 5.2kg; its weight is 1.10kg, E=2.02x10^6 kg/sqcm, and the unit weight is 0.03kg/cubic cm. a. What is the correction due to tension? b. What is the total correction due to sag? c. What is the corrected length?
Answer the following and write on a clean paper written then box your final answer.
Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 2 questions. Box the final answers. Thank you, I will give upvote if you does. Load in C = 400kN Load in E = 500kN
SITUATION E:A 30 m steel tape weighing 1.45 kg is of standard length under a pull of 5 kg supported for full length. The tape was used in measuring a line 938.55 m long on a smooth level ground under a steady pull of 10 kg. Assuming E= 2x106 kg/cm2 and the unit weight of steel to be 7.9x10-3 kg/cm³. Determine the total correction for increase in tension -0.068 m +0.068 m -0.038 m +0.038 m
A cantilever beam carries a varying load as shown in the figure. If E=200,000 Mpa and I=120x106 mm4 Determine the following. Use Double Integration Method 1. Slope at free end 2. Deflection at 4m from the free end 10kN/m 7kN/m
The hoisting arrangement for lifting a large pipe is shown in the figure SD-05Q002. The spreader is a steel tubular section with outer diameter 75 mm and inner diameter 60 mm. Its length is 2.5 m and its modulus of elasticity is 200 GPa. What is the maximum weight of pipe, in kN, that can be lifted based on the following conditions? (Assume pinned conditions at the ends of the spreader.) Use: V = 3 H = 4 Problem 7 Based upon a factor of safety of 2.0 with respect to Euler buckling of the spreader. a. 205 b. 434 c. 355 d. 217 Problem 8 Based upon the allowable stress design if Fy = 248 MPa. a. 205 b. 434 c. 355 d. 217 Problem 9 Based upon the critical stress. a. 205 b. 434 c. 355 d. 217
A cantilever beam, 3.5 m long, carries a concentrated load, P. at mid-length. Given: P = 200 KN Beam Modulus of Elasticity, E = 200 GPa Beam Moment of Inertia, I = 60.8 x 10 mm 1.75m ť How much is the deflection (mm) at mid-length? Select the correct response 100 1.84 29.4 23.5 1.75m
The 30kg rectangular plate shown in the given figure is suspended by its center from a bar whose torsional velocity is K = 10Nm / Orad. Determine the natural period of vibration of the plate when it experiences a small a = 0.25m, angular displacement 0 from its plane. Where: b = 0.35m. Find your D.C.L
Question Can Please Help Me: Structural Theory/Civil Engineering 60 minutes only the given time. Wish you could help me. I will give UPVOTE and GOOD FEEDBACK.