Determine the force in each link (AF, BG, DG, and EH). Also, neglect the weight of the members. ParametersP= 100+ (ECD) x 0.1Q=100+ (BAC) x 0.10 = 30 x (P/Q)**20A BС20211 2 3P = 100+(37) x 0.1 = 103.7 kNQ=100+ (213) x 0.1 = 121.3 kN9 = 30 x (103.7/121.3) = 25.65°D7E0 AF2aB3aPOGPHECDӨaa2a

Given:- P=103.7 KNQ=121.3 KNθ=25.65o

Answered: A F 2a B 3 a 7 P O G C HE D 0 2a

Engineering

Civil Engineering

A F 2a B 3 a 7 P O G C HE D 0 2a

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A 30 g/l solution of a fluorescent tracer was discharged into a stream at a constant rate of 12…

Q: 50 10 Derive the third projection, taking into account the use of the rules for writing dimensions…

Q: Pls help me. I will rate 5 stars and leave a positive feedback. One-way Slab Design Problem…

A: Solution: Given: Unit weight of concrete = 25 kN/m3 DL =5 kPa (excl. self weight) LL = 3 kPa fy…

Q: 5. (x² - 1) dy = ((1+x)²-2y) dx

Q: Locate the centroid for the following areas :

A: To find the centroid of shaded region

Q: Determine the force required to produce stress of 2 N/mm2 if cross sectional area is 2 mm2

Q: Determine the moment of inertia about the centroidal X, and Y axis.

A: Consider the figure,

Q: By using slop - deflect, for the Freemn post Q6: Draw B.M.D. Method calulut end Moment. shwoh below…

Q: An 8-m simply supported beam carries a concentrated load of 40 kN at a distance of 3.25 m from the…

A: Calculate deflection at point of maximum moment

Q: Pu OR РА Pu/2 OR PA/2 40, 75 75 75 60 PL 9mm x 350mm PL 19mm x 350mm. H W 21 x 101 Pu OR PA Pu PL…

Q: Draw the shear and moment diagram, and also determine the maximum shear and moment. 3 kN/m 3m Com…

A: Draw the shear and moment diagram, and also determine the maximum shear and moment.

Q: A 3 m-cantilever beam is subjected to a uniformly distributed load of 16 kN/m. Which of the…

A: To Determine moment at the midspan of the cantilever beam.

Q: 2. The block slides down an incline. It starts from rest and, after moving 6 ft, strikes a spring…

Q: Two blocks are supported by a pulley along an incline as shown. The lower block B has a weight of 37…

A: Figure is as shown

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

Q: Situation 03. An 800kg car accelerates from 54kph to 90kph as the engine is providing 40hp to drive…

A: Given:- The mass of the car = 800 kg The car accelerates from 54 kph to 90 kph The power provided by…

Q: Problem 1. Classify each of the plane trusses shown as unstable, statically determinate, or…

Q: The bolt shown in figure is subjected to a total tensile force of 90 kN. Determine the tensile…

A: Given: The tensile force is 90 kN. Consider the figure,

Q: BLANK rainfall Also known as EXESS RAINFALL.

Q: 4. Determine the components of reaction at the supports and the tension in the cable of the…

A: GIVEN: TO CALCULATE: Reaction at the supports and tension in the cable. CONCEPT: Use Equilibrium…

Q: A thin-walled cylindrical pressure vessel of inner radius r is subjected simultaneously to internal…

Q: 1. Given the beam shown. 30 kN/m -3 m -6 m- a.) Determine the support's reaction. b.) Draw the Shear…

Q: 1. Determination 2. Determination of Normal Consistency Of Hydraulic Cement of Setting Time of…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Determine the force required to produce stress of 2 N/mm2 if cross sectional area is 2 mm2

A: To Determine The force required to produce stress of 2 N/mm2

Q: = Design a reinforced concrete beam to carry a service live load of 20kN/m and dead load of 15kN/m (…

A: wLL=20 kN/mwDL=15 kN/mfc'=21 MPafy=345 MPa

Q: is constant all throughout. EI = 10000 kN - m^2

Q: View History Bookmarks Window Help ) 0 Homework 10- PHYS 240, section 01, Spring 2022 | WebAssign…

Q: Determine the slope at point B and deflection at point D

Q: A concrete-lined trapezoidal channel has to be constructed to carry a discharge of 500 cfs. Design…

Q: Determine maximum principal stress

A: Given data : The value of normal stress in X direction σX=150 MPa The value of normal stress in Y…

Q: a. What is Eutrophication? b. List four ways how eutrophication can be controlled. c. What is the…

Q: Problem 1. Classify each of the plane trusses shown as unstable, statically determinate, or…

A: Given data in question Truss To find out Indeterminacy Note Ds = total Indeterminacy m = number…

Q: Question 7 A 2-ft rod with a modulus of elasticity of 8840 ksi, is subjected to a tensile force of…

A: The length of rod, L=2ft=24intenisle force, F=1000lbElongation, δ=0.009inModulus of elasticity,…

Q: A pump curve has values of total head of 59.5, 54.3, 44.3, 29.5, and 9.9 for flow of 0, 20, 40, 60,…

Q: QUESTION 4 What is the type of the embedded retaining wall shown in figure? Refer to 02 Installation…

A: (c) is the correct answer.

Q: Answer: VA W L mm. B

Q: 1. Using the method of superposition, find the deflection at a point midway between the supports of…

A: By the method of superposition, deflection at any point on the beam is equal to the resultant of the…

Q: Analyse the rectangular two way slab for the yield pattern -1 (as shown below) by virtual workethod…

Q: II. Method of Superposition Problem 4. Draw the moment diagram for the beam using method of…

A: Bending moment at a section can be found be superimposing(adding) the bending moments due to the two…

Q: e P=175 kN and E=200 GPa termine the sign and magnitude of deflection at point D using the method of…

Q: Calculate the moment of resistance of a doubly reinforced T- beam as shown in Fig. 7.9 having a…

Q: Problem 1. Classify each of the plane trusses shown as unstable, statically determinate, or…

Q: Why is it unethical for a civil engineer to receive directly or indirectly any political…

A: It is unethical for a civil engineer to receive directly or indirectly any political contribution,…

Q: 3. A zircon sample contains 4000 atoms of the radioactive element 235U. Given that 235U has a…

Q: C The Expressions For The Steady-state Voltage And C... | Chegg.com Syllabus Scores Text Study Area…

Q: Using the method of joints, determine the reaction at supports and the bar forces of each member of…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: For the cantilever steel beam [E = 220 GPa; / = 142 × 106 mm4], use the double-integration method to…

Q: Determine the force in each member of the truss using method of joints. State if the members are in…

A: To Determine the force in each member of the truss using method of joints

Q: Differentiate and discuss the common hardness testing methods

A: Hardness testing: - It is defined as a non-destructive test method which is used to determine…

Q: Need help asap. can you correct all the calculations like the integration part, can you make it a…

A: Solution-The given values are as follows,d1=20cm or 0.20md2=20cm or 0.20mC=0.80To Determine,T=?

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Determine the force in each link (AF, BG, DG, and EH). Also, neglect the weight of the members.

Parameters
P= 100+ (ECD) x 0.1
Q=100+ (BAC) x 0.1
0 = 30 x (P/Q)
*
*
2
0
A B
С
2
0
2
1
1 2 3
P = 100+(37) x 0.1 = 103.7 kN
Q=100+ (213) x 0.1 = 121.3 kN
9 = 30 x (103.7/121.3) = 25.65°
D
7
E
0

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step by step

Solved in 6 steps with 8 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

COMPLETE THE FOLLOWING TABLE: 5(y")² + 10(y')³ = 3x -y d²y dt² y"" +3y' +2y=x² 8²v əv дуг əx d²y dx² = 1+ +1 dx 4 + (5t + 1)² = 0 dt DEPENDENT INDEPENDENT ORDER DEGREE ORDINARY/ LINEAR/NON- PARTIAL LINEAR
- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >
The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a channel section (with welded connections), proposed for a steel gantry girder, are given below (all dimensions in mm) (a) Determine the depth of the centroidal axis y and the second moment of area, I and I, of the compound section. For computing include the full contribution of the yy channel section, but only the top flange of the I-section. (b) Determine the maximum compressive stress that develops at a top corner location on account of a vertical bending moment of 550.0 kNm,combined with a horizontal bending moment of 15.0 kNm.
E =29000Ksi I =750inch^4
FB AB = S 78° 17' E ВВ АB 3D N 79° 56' W FB BC = S 8° 34' E BB BC = N 7° 07' W FB CD = S 37° 17' W BB CD = N 37° 17' E FB DE = N 74° 28' E BB DE = S 73° 14' W В A АB: CD: U = 1.60 m M = 1.36 m U = 1.92 m М31.73 m L= 1.53 m L= 1.12 m ВС: DE: U = 1.69 m U = 1.31 m М31.51 m М 3 1.04 m L= 1.34 m L= 0.77 m 00
Q3/ Find f'(x) = y' 1. y = (2/x-4)5 %3D (x+2) 3. f0) = x
-100 30 A1 25 80 A94 93 A3 200 1. What is the value of ybar from the 1-1 line 49.81 , 62.59 , 52.69 , 59.62 42315487 MM^ 4,34643447 MM^4 31943887 MM^4 ,31543447 MM^4 2. What is the value of centroidal MỌI Ixx? 237455133 MM^4 , 16794122 MM^4 3. What is the value of centroidal MOI lyy? 19745122 MM^4 , 228955144 MM^4
PC1 PI1 0+000 Lct PT1 R1 11 STATION NORTHINGS EASTINGS 0+000 11475.55 8927.24 PC2 9291.91 9546.66 PI1 11478.80 P12 11179.37 R2 V1 PI3 10804.76 9282.44 Lc2 PI4 10512.37 9433.48 13 12 PCC V1 11245.48 9490.41 PI2 V2 11074.50 9472.69 END 10203.85 9016.99 Lc3 R3 V2 LINE AZIMUTH DISTANCE 0-PI1 PI1-V1 V1-V2 PT2 V2-PI3 PI3-PI4 PI4-END PC3 R4 CURVE LC 1+140 PI3 1stCurve 2nd Curve 14 Lc4 3rd Curve 4th Curve 5th Curve PRC STATIONING 15 PC PT Lc5 PC2 P14 PCC R5 PT2 PC3 PRC PT3 PT3 END END OF ROAD ---- ----
answer, only need solutions a) Vc= 83045.43674 N b) Vc= 86928.7866
I cannot understand these For point of contraflexural, 40090300=200×x90300 x=2 m θA=0 (fixed support) θDA=θD-θA=θD=Area of MEI Dia between A and D = 19030012×600×3+600×4+12×300×3-12×200×2 =355090300 θD=0.03931 radianθD= 2.252° Deflection at point D ∆D=31-CosθD ∆D=2.3176×10-3 mm Deflection at point D is 2.3176×10-3 mm
Data: LINE AB BC LENGTH (m) OBSERVED BEARINGS (QBS) FORWARD | BACKWARD FORWARD BACKWARD D' D' 178.00 177.80 N 56 5 E 56 10 W 209.00 210.60 N 78 23 78 20 W CD 367.67 367.60 N 12 49 E 12 50 W DE 512.67 512.38 S 37 12 E N 37 15 W EF 781.55 781.50 S 65 54 E N 65 45 W FG 127.90 128.35 N 43 30 43 18 W N 23 32 E GA 564.44 564.20 S 23 40 W Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length (summation of all the lengths of the lines) of the adjusted open traverse? S E S E W SZZS
A.)