A hanging plant with a mass of 10 kghangs from three ropes as shown.Knowing that Y = 1.8 m and X = 3.9 m,determine the force in ropes AB, AC, andAD. Enter for force in AC below. Expressyour answer in N to the nearest 0.1 N.4mB3 mAZDYYour written solution must show anappropriate FBD and calculations todetermine the force in all three ropes (AB,AC, and AD).

Drawing the Free Body Diagram (FBD):Point A is where the three ropes meet.The forces acting on point…

Answered: A hanging plant with a mass of 10 kg…

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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04. Analyze completely the compound truss loaded as shwon below. D 24 kN 3 m E 2 m F 3 @ 4 m 12 PROBLEM 4 TABLE OF ANSWERS: МЕМBER NUMBER FORCE (k) AB 1 CD 2 EF 3 BC CF 5 BF 6 DE 7 AD 8 AE 9 4.
Determine the force in member FE of the truss below. Indicate as positive if the member is in tension and negative (-) if the member is in compression. Provide the answer in kN G 3 m E A B D -2 m- -2 m- -2 m. 5 kN 5 kN 5kN ⋅ Previous с 。 4 Q Search securySearch % 5 & 7 8 9
Sispose that P = 30 kip, P=20 kip, and = 10 kip Figure ++. 400 San 184-399 30 Part A Determine the force in member GF of the bridge truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension For Submit Part B Avec Fre Request Anst O? Determine the force in member PC of the bridge truss Express your answer in kilopounds to three significant figures. Enter negative value in the case of compression and positive value in the case of tension VAZO IT vec kip ? kip
Solve the following neatly, systematically and completely. Submit or show solution. Determine the resultant of the line loads acting on the beam.
! Required information Consider the beam and loading shown. Given: X = 25 kips X 을 in. |n 7.25 in. A B $1.5 in. 1,5 in. 20 in. -을 in. 20 in.- in.- 10 in. 8 in.- Determine the shearing stress at point a. (Round the final answer to three decimal places.) The shearing stress at point a is |ksi
Compressive force AO is 4509 kN. Distances are; a=7.09m, b=2.11m, c=5.98m, d=3.99m, e=7.01m, f=5.00m, h=10.02m 1. Force in wire AB. Tension or compression? 2. Force in wire AC. Tension or compression? 3. Force in wire AD. Tension or compression?
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. BLO Nara 0.5 in LOO KN 1.5 m ( 1.00 KN C 0.5 m D 200 inn 100 mm 25 mm 150 mm t T 25 mm
It is desired to remove the spike from the timber by applying force along its horizontal axis. An obstruction A prevents direct access, so that two forces, one 350 lb and the other P, are applied by cables as shown. Compute the magnitude of P necessary to ensure a resultant T directed along the spike. Also find T. r Answers: P = i i 10" A link o 5" 8" 350 lb lb lb W
b. A steel tape is 30m long under a standard pull of 6kg with a constant cross-sectional area of 0.05cm2 . If the normal tension applied to make the tape equal to its nominal length when supported only at the end points, that is the effect of sag will be eliminated by the elongation of the tape due to the application of this load is equal to 16kg. Determine the unit weight of the tape. Modulus of elasticity of tape is 2x106 kg/cm2 .
Provide all necessary solutions. Do not round off unless it is the final answer. A wooden beam is connected together by a bolt at B. Assume that the connections at A, B, C, & D exert only vertical forces on the beam, the allowable tensile stress for the bolt is 150 MPa, the allowable bearing stress for the wood is 28 MPa, and the hole in the washers has the same diameter as the bolt. Determine the: a) Force exerted on the bolt (kN), b) Force exerted on the connection at C (kN), c) Diameter of the bolt (mm), and d) Diameter of the washer (mm).
M E You have 2 Thank You Best Regare Ms. Nur Akr Figure Q3 shows a truss structure, which is pinned at A and roller supported at B. Horizontal load are applied to the truss as shown in the Figure. By using section method, solve the force in member AC, CD and DE in the figure shown (CO2, PO2, C3). 20KN 10KN 3.5m H →10kN 3.5m E 3.5m D H 15kN 10kN- 5kN G C A 5.0m 3.5m B 000 5kN 5kN Gmail M
Problem 1. The weight of the crate is 580lb. Calculate the force in cables AB and AC. В 3. 30% A

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