Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method.Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-offyour answers to two decimal places.a. Vertical Reaction at C in kN.A. 4.2 mb. Moment Reaction at C in kN-m.c. Deflection at point B in mm.B. 22 kN/md. Maximum deflection on the beam in mmC. 9 kNc kNb kN/mBI"a" m"a" m

Answered: Image /qna-images/answer/4b63f314-112b-4e5d-9537-49615c1aab61.jpg

Answered: Vertical Reaction at C in kN. Moment…

Engineering

Civil Engineering

Vertical Reaction at C in kN. Moment Reaction at C in kN-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

Related questions

Q: In transferring risks to sub-contractors, should the bonding capability of the sub-contractor be a f...

A: Subcontractor bonding legally allows the general contractor to pay subcontractor only when they've r...

Q: Refer to the braced cut shown in the figure for whách y = 20 kN'm², o'=23°, and c' = 0. 2.0000 The s...

A: Step 1: From the figure, γ= 20 kN/m3 φ= 23 deg C= 0, it is sand. H=10m a= 5m To determine the strut ...

Q: Q3: For the information shown below, draw the network diagram by using AOA method and prepare a tabl...

Q: Example 5.2 A 30 cm well penetrates 50 m below the static water table. After a long period of pumpin...

Q: In the figure, the shaded area given: 1. Which of the following most nearly gives the area of the s...

Q: nt (OPC), Portland pozzolana nt and High alumina cement in of their raw materials and ations?

A: Ordinary Portland cement: Raw material Limestone and clay and various other silicates are used as ...

Q: For the given pin-jointed frame, the degree of static indeterminacy will be

Q: Situation: A truck with a mass equal to 2 Mg is passing through a simply supported bridge deck. The ...

Q: A steel column has the following properties: length = 5 meters ; moment of inertia = 37.7x106 mm4 an...

Q: due to closure of certain lanes of a highway, the capacity is reduced to 75% of its normal capacity....

Q: A 7.5-lb collar released from rest in the position shown, slides down the inclined rod, and compress...

A: Given data K= 60 lb/ft l= 27 inches w=7.5 lb

Q: Appraise the critical state soil mechanics concept. You may evaluate this concept in relation to the...

A: Critical state soil mechanics is the area of soil mechanics that encompasses the conceptual models t...

Q: Practice Problem 4.5 A rectangular beam has a width of 320 mm and an effective depth of 570 mm. Conc...

Q: PROBLEM THEORY-10. A 4-m propped cantilever beam is loaded as shown in the figure. E = 200 GPa and I...

Q: A beam is 18m long and it's one overhang side is subjected to a uniform load of 6kN/m. f the modulus...

A: ∑FY=0 VB+VC=6×8=48KN ∑MZ=0 taking moment at point A ∑MA=0 2VB+10VC=6×8×2+8+82=672 taking moment at ...

Q: - 1 attachment - 5. First ball is released from rest. After 2.5 seconds, second ball is released wit...

Q: find. the azimuth of the line from point P to R clockwise

Q: Determine the hoop and longitudinal stresses set up in a thin book shell of circular cross-section, ...

Q: Question: Determine the kinetic energy of a 25.0 kg mass moving at 61.3 m/s.

Q: Methods A – Pycnometer or Flash Method make up computation example with solution Mass of specimen ...

A: Mass of specimen = 24 g. As specific gravity(G) = mass of specimen(S)/mass of displaced water(V) 2....

Q: 3. Tests reveal that a normal driver takes about 0.75 s before he or she can react to a situation to...

Q: A 2 m long steel wire is fixed and hanging vertically with a tensile load of 2 kN and causes it to s...

A: ##Determine the diameter ofthe steel wire ##

Q: Exs 2During hydrogeological investigation two potential aquifers 32 km apart, were located, one bein...

Q: Compute the area of the wall. * QUANTITY Cement 68 bags CHB 6 inches Rough plaster (2 sides) 21mm Fi...

A: Given data, Bags of cement = 68 Plaster thickness both side = 21 mm (Single side = 10.5 mm = 0.0105 ...

Q: Q4/ Determine the force in members ED, EH and GH of the truss and state if the members are in tensio...

A: KINDLY NOTE: As per our guidelines, we are supposed to answer the first question, in case multiple q...

Q: 5. An object travels from the origin along a curved path y = 5x^2/3.If its horizon velocity is Vx = ...

A: Given : Equation of curved path ⇒ y = 5x23 .................(1)Velocity, Vx = 24t2 m/sec ..............

Q: A column 3 m long and pinned at both ends is carries an axial load of 190 kN. The column is made up ...

Q: a-)Please explain the terms: Saturation, Field capacity, Wilting point.

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the exa...

Q: . Situation: You are driving when suddenly you saw a cat crossing across the street, You applied the...

A: Given, Retardation = 8 fps^2 Braking distance S = 456 feet

Q: A beam ABCDE is shown below: B E The ratio of kinematic indeterminacy of the beam if considering all...

Q: Q1/ For the beam shown in Fig.1, if the modulus of elasticity (E) equal to 200 GPa, by using Double ...

Q: List five conditions (i.e., “triggers”) under which a traffic impact analysis report would be prepar...

A: Comprehensive Traffic Impact Assessments (TIA) are required for development projects that might prod...

Q: A wide flange section for a 5 meters long column (hinged at both ends) has the following properties:...

A: Given data a=8000 mm2 rx =100 mm ry =50 mm eff length = 5 m=5000 mm Assuming E= 200000 N/mm2

Q: a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spa...

A: Given, W450 mm×75 kg/m C 380 mm×50 kg/mA=9484 mm2 ...

Q: Due to some point load anywhere on a fixed beam, the maximum free bending moment is M. The sum of fi...

A: Given data, Maximum free bending moment=M The sum of fixed end moments is kM To find the value of K ...

Q: 3. An object moves along a straight line with acceleration -8ms?. It starts its motion at the origin...

Q: Most Most Most Likely Preceeding Activity Optimistic Time Activity Pessimestic Time Time A None 2 4 ...

Q: In the friction free shown, the following: compute B a. Pressure of the water in the tube at point B...

A: Pressure is taken in absolute terms.

Q: Describe the procedure for calculating the design of an aqueduct system for a population of 200,000 ...

A: 1)the stream should have stable banks 2)the site should long enough and also approchable

Q: Compute for the total elongation caused by an axial load of MN kN applied to a bar 20 mm thick taper...

Q: Situation 2. Determine the value of the plastic load Wn Jusing the concept of collapse mechanism For...

Q: There are five (5) rain gauges dispersed throughout a watershed. During a storm event, four (4) of t...

Q: 7-briefly discusses benefits of soil compaction

A: There are some important benefits of soil compactions.

Q: 2.57 In Fig. P2.57 pipe A contains carbon tetrachloride (SG 1.60) and the closed storage tank B cont...

Q: For the properties of wide-flange refer to the attached table. TABLE B-2 Properties of Wide-Flange S...

Q: Given: Beam Dimensions, bx h=350mm x 450 mm Effective Cover to centroid of steel reinforcement = 75 ...

Q: Describe the different types of soil particles, and what types of soil would have the highest and lo...

A: Answer soil can be defined in many ways. In civil engineering, the soil is a naturally occurring, lo...

Q: A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate...

Q: An open cylindrical tank 1.2 meters in diameter and 2.1 meters high is 2/3 full of water. After rota...

A: Given- Diameter of tank D=1.2 mHeight of tank H=2.1 mWater is 2/3 fullWater depth after rotation=0.3...

Q: 1. Compute the stress induced in each material by a temperature RISE of 50° C, if the walls a rigid....

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method.
Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off
your answers to two decimal places.
a. Vertical Reaction at C in kN.
A. 4.2 m
b. Moment Reaction at C in kN-m.
c. Deflection at point B in mm.
B. 22 kN/m
d. Maximum deflection on the beam in mm
C. 9 kN
c kN
b kN/m
BI
"a" m
"a" m

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 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

Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. a. Vertical Reaction at C in kN.b. Moment Reaction at C in kN-m.c. Deflection at point B in mm.d. Maximum deflection on the beam in m Valuea = 4.8b = 28c = 11 Thank you very much!
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. a=4.5 b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=30.0kN/m c=12KN c kN b kN/m A "a" m “a" m
Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mmplease answer a-d with complete solution
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm
Analyze the loaded beam as shown. Be guided as follows: Solve for the reactions at supports Draw Shear and Moment Diagrams Compute for deflection at A (AA) and slope at C (0c) using Conjugate Beam Method a. b. С. 50 kN 90 kN D A C 6 m 9 m 9 m El = constant E = 70 GPa %3D I = 95 (106) mm4
Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x250 mm section and E = 200 GPa. Show complete and organized solution. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm Given: a- 4m b- 24kN/m c- 9kN
Using CONJUGATE BEAM METHOD, Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 2.4 m b = 14.8 kn/m c = 45 KN QUESTIONS: 1. Determine the REACTION at D in KN. 2. Determine the MOMENT REACTION at A in KN-M. 3. Determine the DEFLECTION at B in MM. 4. Determine the DEFLECTION at C in MM. THANK YOU! PLEASE ANSWER ALL. ❤️
Problem III. Solve the problem using Conjugate Beam Method. From the given fixed beam at both ends, solve the following questions using constant El. 12kN/m a. Reactions at A b. Reactions at B 4kN/m c. Slope at 6m from B in radians d. Displacement at 4m from A in mm 4m 6m
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 125000 kip-ft² for the beam; wo = 3.0 kips/ft, LAB = 8 ft. LBc = 4 ft. wo LBC LAB Answer: (a) 0g = 0.00869 (b) VA = rad in. C
Determine the following unknowns on the beam shown below using AREA-MOMENT METHOD. Consider 150mm x 150mm section and E = 80 GPa. Show complete and organized solution. Solve the following: - Vertical Reaction at B in kN. - Moment Reaction at A in kN-m. - Deflection at point C in mm. - Deflection at midspan of AB in mm.
Problem III. From the given fixed beam at both ends, solve the following questions using constant EI. a. Reactions at A b. Reactions at B c. Slope at 6m from B in radians d. Displacement at 4m from A in mm 4kN/m 4m -6m 12kN/m
Derive the equation of the resonance frequency of the uniform cantilever beam shown below by using method of conservation of energy. [Solution tips: Umax, maximum strain energy is equal to max. kinetic energy of vibrating body.] j'm dx ( M(x)² T. U = max El xp- 1/2