°Please answer in complete solution and draw an fbd if needed. Thank you Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kNRA =Numerical answer in 4 decimal places and positive values only:MA =RB =MBC =kN (Upward)kN-m (ccw)kN (Upward)WkN-m (ccw)6mB2mP

Given:w = 25kN/m and P = 45kNRequired:Reaction at A and BMoment at AMoment at B on span BC

Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN P W Jantung - ( 2m 6m Numerical answer in 4 decimal places and positive values only: kN (Upward) RA= MA RB . Mec = kN-m (ccw) kN (Upward) kN-m (ccw) B

Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN P W Jantung - ( 2m 6m Numerical answer in 4 decimal places and positive values only: kN (Upward) RA= MA RB . Mec = kN-m (ccw) kN (Upward) kN-m (ccw) B

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: For the beam shown below, (A) Sketch the elastic curve (B) Find the slope and deflection at A (C)…

A: A simple supported beam with an equal overhang is given.The beam supports two equal point loads at…

Q: [Problem MS-P] An experimental setup in the laboratory is shown (All dimensions are in mm). Two 50 x…

Q: Add the energy grade line (EGL) as a solid line and the hydraulic grade line (HGL) as a dashed line…

A: The pressure head,

Q: Problem 7-1 Use the one-half and one- sixth rules to idealize the wing-box cross section shown below…

A: The skin thickness The web thickness To determine:

Q: 9. It is a term used for beam sections where under flexural loads, steel reinforcement will yield…

A: Asked: To choose the correct option corresponding to the given statement.Given statement:It is a…

Q: 9-7. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams.…

Q: 2. In Figure 2, determine the normal through point D. 800 lb 1.5 ft 1.5 ft C 30

Q: A wooden cylinder (sg=0.61) is placed vertically in oil with specifc gravity of 0.85. Determine the…

A: The metacentric height (MB) =?

Q: 3. 8.5 Two different routes are under consideration for a new interstate highway: Table P8.5 The…

A: To determine which route should be selected, there is a need to calculate the present value of the…

Q: With a base schedule as shown below, what changes will occur if activity C can start after B is…

Q: 1. The figure shows a frame with negligible mass, keeping a 50-lb weight in equilibrium. The smooth…

Q: What is the main categories of the water pollutants

A: Pollutants in water are substances and agents that contaminate and degrade the quality of water,…

Q: Draw a precedence diagram network for the following project. Draw all links showing dependency from…

Q: The motor draws in the cable at C with a constant velocity of Vc = 4 m/s. The motor draws in the…

A: vc=4 m/saD= 3.5 m/sec2VD=0 when , t=0

Q: 1- What is the average shear stress in this beam if it is from W 14X30? P = 48 kips 22 ft. 14 ft. B

A: Given data -P = 48 kips Section = W14×30Find out - Average Shear Stress ?

Q: A heating plant for a large medical campus requires 5506 MBH (1MBH \= 1,000,000 btuh) of heating…

A: Given:Let's first convert the heating capacity from MBH to Btuh:Simplify the heating capacity as…

Q: A cohesionless granular soil with a unit weight of 18 kN/m³ is retained behind a cantilever wall as…

Q: 300 m- Pump 1m 300 m- Water Elevation = 40 m -Elevation = 20 m -Elevation 10 m 3. A water discharge…

A: Q = 10 m3/s D = 1 m HL =

Q: Question 3 A pipe of diameter 1.8m is required to transport an oil of specific gravity 0.8 and…

Q: A circular tube of outer diameter D is slipped over a 40-mm-diameter solid cylinder. The tube and…

Q: homework

Q: Problem 4 ust. The beam shown below is subjected to the load shown in the figure. Use the…

Q: What are the possible routine inspections to identify the problems, and the use of…

A: Routine inspections for heavy machinery and equipment maintenance are crucial to identify problems…

Q: A very thin plate is centered in a gap of width 0.06 m with different oils of unknown viscosities…

A: Q1.width=0.06mvelocity=0.3m/secarea=1m2F=29Nviscocity=?Q2.F1=0.4NF2=0.75Nv1=0.4m/secv2=?

Q: Question 1 啊 [B][025]. determine the reaction force at node 2 Given 31 1m 2 kNm 4(2) Reaction force…

Q: 2- A 6-m wide concrete-lined trapezoidal channel (n = 0.013) has a sidewall slope of 1V:1.5H, a…

A: Bottom width of channel, Manning's constant, Side slope, Longitudinal slope, Discharge, To find:…

Q: From the given closed traversed shown LINES AB BC CD DE EA BEARING S 35° 30' W N 57°15' W N 1° 45' E…

Q: Determine the share (proportion) of person-trips by each of two modes (private auto and mass…

A: utility function =Uk = Ak – 0.07 Ta – 0.05 Tw – 0.04 Tr – 0.015 Cdata

Q: 4- Used air- entraining admixture the segregation 5- When a lean mix concrete is used, the coarser…

A: This a question of Civil Engineering Materials.,

Q: Referring to the figure below, solve for A. 6" 8" -40"- FL E EQUAL SPREAD 45° OFFSET -15"→ B 14" D

Q: hat materials do material engineers use?

A: Engineers who work with materials, such as metals, polymers, ceramics, and composites, design,…

Q: There is a simply supported beam. The force is as follows, and the EI of the entire beam section is…

Q: There is a scour in front a vertical wall due to wave erosion. Assuming perfect reflection and…

Q: A vat holding paint( sg=0.80) is 8 m long and 4 m deep and has a trapezoidal vertical ends, 3m wide…

A: The centroid of the trapezoid formula helps to calculate the centroid position of the trapezoid. A…

Q: sight is taken with an Engineer's Level at rod held 200 meters away and an initial reading of 2.3…

A: Initial reading = 2.3 metersFinal reading =1.8 metersEach division in the level tube= 0.6 mmDistance…

Q: ot answered

A: Part b of the question is asking to suggest a compaction method for the soil.The compaction method…

Q: The

A: In construction planning the first step to proceed is to identify the goals and be clear with what…

Q: 2. The figure shows a cantilevered beam, subjected to a uniformly distributed (rectangular) 40 N/m…

A: a cantilever beam is loaded as follows

Q: screw is smooth and the coefficient of static friction at all other points of contact is μ = 0.21.…

Q: The particle travels along the path defined by the parabola y = 0.5x², where a and y are in ft. When…

Q: For the beam shown, find the resultant force and determine the necessary reactions to ensure static…

A: A simply supported beam is loaded with a parabolic load as shown,To determineThe resultant loadThe…

Q: A sight is taken with an Engineer's Level at rod held 200 meters away and an initial reading of 2.3…

A: Given data,distance=D=200minitial reading of 2.3 metersnumber of division=n=7final reading=1.7length…

Q: Based on the given design criteria, and without carrying out any preliminary calculations, develop a…

A: The development of a multi-storey concrete structure has a unique set of challenges and…

Q: Q1-4/ Weight of collected salts by evaporation from 50 (m³) of seawater 2.5 (Ton). Calculate value…

A: Weight of salt collected W=2.5x1000=2500 kgVolume V=50 x 1000 =50000kg

Q: Determine the strain &x, knowing that the following strains have been determined by use of the…

A: strainsangles

Q: Determine the reactions at the supports, then draw the shear and moment diagrams for the beam shown…

Q: Member AB is supported by a cable BC and at A by a square rod which fits loosely through the square…

Q: The Peripheral overflow weir of a settling tank has 60 identical 90 degree V notch weirs, all set in…

Q: 7. A flow of 0.03 m³/s must be pumped against a head of 30 m. The pump will be driven by an electric…

A: Q=0.03m3/sechead(H)=30mspeed(N)=2000rpm

Q: Consider the pipe assembly in (Figure 1). F₁ = {30i +35j - 30k} N. F₂ = {60i 10j - 25k} N. Figure…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

°Please answer in complete solution and draw an fbd if needed. Thank you

Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN
RA =
Numerical answer in 4 decimal places and positive values only:
MA =
RB =
MBC =
kN (Upward)
kN-m (ccw)
kN (Upward)
W
kN-m (ccw)
6m
B
2m
P

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: State the given data

VIEW

Step 2: Fixed end moment

VIEW

Step 3: Slope deflection equation

VIEW

Step 4: Equilibrium equation

VIEW

Step 5: Free body diagram

VIEW

Solution

VIEW

Step by step

Solved in 6 steps with 5 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!
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
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
Q3. Analyse the member end moments and reactions for the continuous beam shown below using the slope deflection method. E = 200GPA 1 = 7x10° mm. 60KN 15KN/m 10m 5m 5m D.
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 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E= 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. b kN/m 'm B. c kN 3m A=3.2 B=15.5 C=28 10 kN/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 mm
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. 34 kN 34 kN/m 10 kN/m |A B, 3 m 4.2 m
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.
Determine the following unknowns on the beam shown below using Conjugated-Beam Method. Consider 250 mm x 250 mm and E = 200 GPa. Note: a = 4.5 m b = 33.0 kN/m c = 13 kN Find the ff. A. Vertical reaction at C in kN. B. Moment reaction at C in kN. C. Deflection at point B in mm. D. Maximum deflection on the beam in mm.
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
Using any Geometric Methods only: (Double Integration, Conjugate Beam, Area Mament). Determine the reactions of the beam at point C and moment at A. Round off your finat answer in 2 decimat places. w kN/m A B X1 X2 EI Given: W = 180KN/m X1 = óm X2 = 3m a.) Vertical Reaction @C kN b.) Moment @A kN-m