SITUATION 9:In the following floor plan of a buildingA6m.B6m.2.5mFD.E2.5mG2.5mIf Columns E and H are deleted andbeam DEF and GHI rests on beamВЕНКAfter load computation using tributaryarea method, the following ultimateloads were found:Concentrated load at E = 266 kNConcentrated load at H = 266 kNUltimate uniform load throughout thelength of beam BEHK = 5 kN/m26. What is the shear at B due to thegiven loada. 286.56 kNc. 287.25 kNb. 285.45 kNd. 284.75 kN27. What is the shear at E induced byconcentrated loadsa. 260.15 kNc. 265.45 kNb. 263.35 kNd. 272.25 kN28. What is the maximum positivemoment in the beam a. 233.38 kN.mC. 249.55 kN.mb. 150.25 kN.md. 146.65 kN.m

SFD means Shear Force Diagram BMD means Bending Moment Diagram

26. What is the shear at B due to the given load a. 286.56 kN C. 287.25 kN b. 285.45 kN d. 284.75 kN 27. What is the shear at E induced by concentrated loads a. 260.15 kN C. 265.45 kN b. 263.35 kN d. 272.25 kN

26. What is the shear at B due to the given load a. 286.56 kN C. 287.25 kN b. 285.45 kN d. 284.75 kN 27. What is the shear at E induced by concentrated loads a. 260.15 kN C. 265.45 kN b. 263.35 kN d. 272.25 kN

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: SOLVE FOR SHEAR FO DIAGRAM AND SHEA MOMENT DIAGRAM

A: degree of static indeterminacy, Ds = number of unknown support reactions - number of equilibrium…

Q: A beam having a width of 350 mr a depth of 600 mm carries a deac of 21 kN/m (including its own w and…

Q: 15 kN/m 5 kN/m 9 m

A: Given data Simply supported beam UVL Span length I will break the given loading into UDL and UVL

Q: support B? a. 68.145 kN-m b. -68.145 kN-m c. 28.43 kN-m d. -28.43 kN-m What is the final moment at…

A: A indeterminate beam is given with loading as mentioned. To determine The final moment at A The…

Q: rent Attempt ln Progress Determine the shear force Vin the beam at a point located 0.70 m to the…

A: Given data, By = 300 kN Cy = 125 kN

Q: 1.533 KN 1.202 KN 3.066 kN B 2.403 KN 3.086 KN 2.403 kN 3.000 KN G 3.000 KN IMH 2.403 kN 2.403 KN…

Q: Situation 4: A truck with axle loads of 40 kN and 60 kN on a wheel base of 5 m rolls across a 10 m…

Q: Two wheel loads of 20 kN and 30 kN spaced 3 m apart rolls across a 8 m. span. 1. Compute the…

A: SOLUTION: find the resultant force between the two point load: R=20+30=50 kNxR=20(3)x=60/50x=1.2 m…

Q: How do you make Industrial diamonds

A: Industrial diamond:- Industrial Diamond is any diamond which was designated for the industrial use…

Q: What is the support reaction at point A, RA? 15.0 KN 20.0 KN 17.0 KN 28.0 KN 2. What is the…

Q: 5kN AD 3m

A: We know that ; F → = FX i + FY j + FZ k FZ = -5 Cos (30) = -4.33 KN FY = -5 Sin (30) = -2.5 KN FX =…

Q: Draw the shear and Moment Diagram. b. Determine the maximum shear and moment and it's location from…

A: Find reactions:∑ MB=0RA(3)-6(3)(32)-15(1)=0RA=14kN∑ Fy=0 RA+RB-6(3)-15=0 RB=19kN

Q: P2 = 20 kN P1 = 30 kN Wi = 12.5 kN/m 7.5 kN/m WL = 10.5 kN/m WD 4.5 kN/m WD %3| D A 2.5 m 3 m 10 m 8…

Q: Determine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure.

Q: A force of 10 kN acts through point A(2, 4) and B(8, 6). Resolve this force into two components,…

A: Step 1:Lets find vectors along AC and along AB : Vector AC = AC=C−A=(5−2,−2−4)=(3,−6)Vector CB =…

Q: A simply supported beam has a length of 6 meters. If a super imposed concentric load of 50 kN was…

A: Given A Simply supported beam span of the beam = 6m Shear force at A = ?

Q: H.W. Determ at pins Ans: A Ay D %3D %3D

A: Solution Given Data

Q: What is the required minimum thickness (mm) of a 3.2m long, simply supported one-way slab if its…

A: Concrete slab The concrete block may be a current structural part gift in numerous buildings that…

Q: What is the support reaction at point A, RA? 15.0 K

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: SITUATION 5. A column 600 mm in diameter is reinforced with 8-25mmø bars and 12 mm spirals spaced at…

A: Question is based on the reinforced column . Diameter of column , reinforcement and other design…

Q: The reinforced concrete column isreinforced with 6 – 28 mm Ø bars as shown. Steel yield strength fy…

A: In order to calculate the nominal balanced load, nominal balanced eccentricity, and nominal balanced…

Q: P1 = 30 kN P2 = 20 kN W, = 12.5 kN/m 7.5 kN/m = 10.5 kN/m = 4.5 kN/m WL WD %3D WD D A 3 m 2.5 m 8 m…

Q: The wide-flange shape has dimensions of b; - 7.85 in., t; - 0.7 in., d- 18.7 in., and tw - 0.5 in. A…

A: Given : Vmax = 52000 lbI = 7.85×18.7312 - 7.85 -…

Q: Determine the resultant moment about points A and B, if Fc = 17 kN, L=8 ft and M = 63 kN-ft A L Fe L…

A: Given data:

Q: Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m,…

A: Solution: Bending moment and shear force diagram drawn as per moment distribution method. Span AB:…

Q: SITUATION. For the given truss. 1 m. 2 m. B. C D 2 m. 2 m. 2 m. - 2 m. 10 kN 25 kN 15 kN Determine…

Q: A system of force is shown in FIG 2. Which of the following gives the nearest resultant of the…

A: To find resultant, it's direction and distance from point A

Q: The horizontal component for the 60 kN force is? a. 51.96 kN b. 45.94 kN c. 55.96 kN d. 35.96 kN…

A: To determine horizontal and vertical components of 60kN load. FBD of 60 kN load is as shown

Q: PRÓBLEM 1. Draw the shear and moment diagrams for the frame shown completely. Assume A and E are…

Q: P1 = 30 kN P2 = 20 kN %3D Wi = 12.5 kN/m Wp = 7.5 kN/m 10.5 kN/m 4.5 kN/m WD = В D 3 m 2.5 m 8 m 10…

Q: For W1=8.9 KN/m, W2=5 KN/m, the resultant of applied loads is WI KN/m W2 KN/m Select one: OA 36.70…

Q: 40 kN

Q: roblem 2. Shear at point B 20 kN/m A 5 m 10 m

A: The free body diagram for the section is shown below:

Q: 600 KN 240 KN 16m A F В 12m 12m 12m 300 KN 9) Find the force in member DE. 25 KN

Q: Determine the internal force in member jk. 8 kN A 13.33 KN (T) B) 21.33 KN (C) 14.17 KN (T) D 52.00…

Q: Determine shear diagram and moment diagram 4.5 m 2 kN/m

A: A simply supported beam is given we need to draw the shear force and bending moment diagram

Q: * wh шд. I 10 kN/m 15 kN/m

A: Equivalent Load The equivalent dynamic bearing load, P, is what's employed in the formulae for…

Q: P1 = 30 kN P2 = 20 kN WI = 12.5 kN/m WL = 10.5 kN/m 4.5 kN/m Wp = 7.5 kN/m WD %3D A В D 3 m 2.5 m 8…

Q: 20 EN 20LN 15 KN 15KN SEN 10 EN SEN 301m - 3 m D - 60 3m = 18

Q: Derive the shear force equation,bending moment equation for the beam own. Neglect the weight of the…

A: Determine the support reactions. The sum of moments of all the forces about Point A is zero.…

Q: A 9-m simply supported beam is to carry a uniformly distributed load of 15 KN/m all throughout its…

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

SITUATION 9:
In the following floor plan of a building
A
6m.
B
6m.
2.5m
F
D.
E
2.5m
G
2.5m
If Columns E and H are deleted and
beam DEF and GHI rests on beam
ВЕНК
After load computation using tributary
area method, the following ultimate
loads were found:
Concentrated load at E = 266 kN
Concentrated load at H = 266 kN
Ultimate uniform load throughout the
length of beam BEHK = 5 kN/m
26. What is the shear at B due to the
given load
a. 286.56 kN
c. 287.25 kN
b. 285.45 kN
d. 284.75 kN
27. What is the shear at E induced by
concentrated loads
a. 260.15 kN
c. 265.45 kN
b. 263.35 kN
d. 272.25 kN
28. What is the maximum positive
moment in the beam

a. 233.38 kN.m
C. 249.55 kN.m
b. 150.25 kN.m
d. 146.65 kN.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 1 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

Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m, Mb =-258.9 kN m, Mc = -160.5 kN m
Situation 2: A force system is shown below: 4. Which of the following most nearly gives the magnitude of the vertical component of the resultant? 300 kN a. 191.28 kN b. 191.25 kN c. 188.42 kN d. 190.12 kN 250 kN 5. Which of the following most nearly gives the magnitude of the resultant? a. 266.47 kN c. 273.90 kN b. 270.49 kN 12 d. 269.69 kN 6. Which of the following mot nearly gives the direction of the resultant? b. 44.83° S of E d. 44.83° E ofS a. 44.83° N ofE c. 44.83° E of N 360 KN 280 kN
If FB = 3 kN and θ = 45°, determine the magnitudeof the resultant force of the two tugboats and its directionmeasured clockwise form the positive x axis.
at support D, what is the value of negative shear? a. -40 kN b. -50 kN c. -55 kN d. -60 kN at support D, what is the value of positive shear? a. 20 kN b. 25 kN c. 30 kN d. none of the above
For the beam and loading shown, Determine the shear force at the point located just to the right of the support at B, given that W=18 KN/m , P=26 KN , M=121 KN.m P kN W kN/m B M kN-m 8 m 3 m а. 26.00 KN b. 52.00 kN c. 44.00 kN d. 13.00 kN е. -26.00 KN
What is the positive max. moment at span AB? a. 25.80 kN-m b. 20.80 kN-m c. 23.80 kN-m d. 15.373 kN-m The positive maximum moment at span AB is located at a distance of _________ from support A. a. 2.50 m b. 1.203 m c. 2.056 m d. 1.503 m
2.) a.) Draw the shear and moment diagrams using the area method. b.) label the degree of the curves. c.) Determine maximum shear and maximum moment. 1.0 KN 9.0 KN 1.5 KN/m CttfttD E 3 KN/m A 1.8 m 1.2m | 1.2 m 0.6 RB RE
Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m, Mb =-258.9 kN m, Mc = -160.5 kN
what is the shear at point B? a. 14 kN b. 0.58 kN c. 0.14 kN d. 1.4 kN what is the shear at point C? a. -6.14 kN b. 5.86 kN c. -4.86 kN d. -5 kN
Q8\ sketch the axial load, shear force and bending moment diagrams. 24 kN 6 kN/m 12 ΚN 6.0 m 9.0 m 3.0 m Q9 sketch the axial load, shear force and bending moment diagrams. 30 kN/m 40 kN 40 kN A 80 kN 204.3 kN 335.7 kN 010\ sketch the axial load, shear force and bending moment diagrams. 10KN/m 5.0m
7. Which of the following most nearly gives the maximum shear? a. 24 kN c. 96 kN b. 48 kN d. 72 kN 8. Which of the following most nearly gives the maximum moment? a. 24 kN-m c. 48 kN-m b. 84 kN-m d. 42 kN-m 9. Which of the following most nearly gives the distance from left of a point where moment is zero? a. 3.50 m c. 4.00 m b. 3.00 m d. 2.50 m 1m 112 kN/m 1.50 m 2m 112 kN/m 1.50 m 1m a
neeed so much fast P = 10