c)Consider the situation where P = 4 kN, and Q and R are both non-zero forces acting in the direction shown in thefigure.The forces in the members connected to the support at A are indicated in the table below. Calculate the forces inmembers LK, LC and BC. For all the indicated truss members, state if the members are in tension, compression, or ifthey are zero-force members.The nature of the members are negatively marked; points will be deducted for every incorrectly selected option.MemberForceNature of forceAL17.29 kNАВ10.8 kNLKkNLCkNВСkN : Consider the truss shown in the figure below, and answer the following questions.Figure is not to scale.PPRK5 mB C D E F- 2 m --2 m - 2 m - 2 m- 2 m-- 2 m -a)If P and R are non-zero forces and Q = 0 kN, indicate all the zero-force members in the truss.O LBO LCO KCO KDO JDO IDO IEО НЕО НЕO Noneb)Following from the situation described in Part (a), how many additional zero-force members will there be in the truss inthe following situation?If the force R acting at node H is removed.

Answered: Image /qna-images/answer/f9ba69e3-4df8-40d7-99e4-81fc1fa0f612.jpg

Answered: : Consider the truss shown in the…

: Consider the truss shown in the figure below, and answer the following questions. Figure is not to scale. P R K L' H 5 m A в с D E F |- 2 m ---2 m -4- 2 m ---- 2 m-- 2 m-f- 2 m -

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

A crate with a mass of 250 kg is held in equilibrium by three ropes attached to a steel ring. a d3 d₁ d5 B A 5.5 m 4 m d2 3.5 m 2m d₁ Z 3 Values for the figure are given in the following table. Note the figure may not be to scale. Variable Value d₁ 2 m d₂ d4 a. Determine the magnitude of the force/tension in cord A, TA. b. Determine the magnitude of the force/tension in cord B, TB. c. Determine the magnitude of the force/tension in cord C, Tc. Round your final answers to 3 significant digits/figures. The magnitude of the force/tension in cord A is The magnitude of the force/tension in cord B is The magnitude of the force/tension in cord C' is d5 kN kN kN
Need asap
For the truss shown in the figure, estimate the horizontal displacement at joint H. The area (A) and the modulus of elasticity (E) of each bar is 0.5 in2 and 29000 ksi, respectively. Summarize your results in the following order. Member AB BC CD DE EF FG GH AH BH CH CG CF DF T 12 ft 2k B G C D 10 ft-10 ft- 10 ft-10 ft
A beam shown below has a T-shaped cross section. Determine the values of maximum tensile and compressive bending stresses and its locations from left support of the beam.
M-0 relationship for a simply supported beam shown below is given by M A 1 0 M OO
DETERMINE THE FORCE (Ib) IN MEMBER AB OF THE ROOF TRUSS SHOWN GIVEN THE DATA BELOW: F1=61 lb F2- 167 lb 0- 29 degree a 45 degree "Note: for compression, include.a negative sign (-) and for tension, type your answer as is. Input your answer in two (2) decimal places only without the unit. F1 C a D a A
STATICS OF RIGID BODIESI NEED HELP ASAP. Please read and answer the question correctly. RATE WILL BE GIVEN ACCORDINGLY. THANK YOU EXACT ANSWER Note: The tolerance is ± 1 in the third significant digit This is a by parts question so please answer all possible question.
Situation 2 Find the following forces in members of the transmission line truss shown in figure. Indicate the axial force whether it is compression or tension. 1. CD 2. DG 3. EG 400 b 10n-10 n10100-t1on- 400 Ib 101 20 -20 ft- 4.
SHOW THE DIAGRAM AND YOUR COMPLETE SOLUTION: statically determinate beam is loaded as shown in the figure below. Determine the following: 1. Determine the force acting in the internal connection. А, 30 KN.m 1.5 m Im B 1.5 m O L=6m 10 KN internal hinged 1.5 m 1.5 m E
All I'm trying to figure out is the reaction forces, I get Bx & Cx=9, but Y's are what I'm having trouble with.
Determine the force in members FE, FB, and BC of the truss and state if the members are in tension or compression. After sectioning the truss, solve for each force directly using a single equilibrium equation to obtain each force. Assume that all joints are pin connected. P-800 lb and P-1300 lb. (Figure 1) Figure 15 h 100 -100 (1 of 1 -10 - Part A Determine the force in member FE of the 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. 195| ΑΣΦ. 114 voc FFE- Submit Part B Fra Submit Request Answer Determine the force in member FB of the 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. VAE Ivec Part C Request Answer ? ? kip kip
Q.2) A steel plate is subjected to a force system as shown below. Replace the given force system by a resultant force and locate intersection of its line of action with the x-y plane. X-- 45 lb 2.5' 60 lb 4.5' 3' 55 lb 50 lb 2₁- 30 lb 5' 4' 70 lb y