Q1: draw the Influence Lines for RA, RC, VE,VBL,VBR,VG, MA, MB, ME, MF.EAВ2m2m1m0.5m1m1.5m

Given Beam Boundary conditions Internal hinge. I will use Muller Breslau Principle to draw ILDs.…

Answered: Q1: draw the Influence Lines for RA,…

Engineering

Civil Engineering

Q1: draw the Influence Lines for RA, RC, VE,VBL,VBR,VG, MA, MB, ME, MF. E F G A D C 2m 2m 1m 0.5m 1m 1.5m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 10P

See similar textbooks

Related questions

Q: Draw the influence line for members JA and BC of the bridg

A: Solving for reaction at A due to unit load that moves across the bottom chord.…

Q: Draw the influence line for the given beam 2. RA RB, Rui Vo, MD

Q: A C 5m -4 m- 6 m 15m

Q: : Construct influence lines RA, RD, RF, VB, Vc,VE, MB, and Mp for the beam shown below. D LU4 L/4 /2…

A: An influence line is a graph that shows the variation of the member at any point in the structure…

Q: A Construct influence line for 1. Reaction at B 2.5m 5m 2.5m B 5 m

Q: 20КN Ay By A B 2m 2m

A: Given A beam,

Q: A vertical rectangular gate is 1.5m wide and 3m high. The top of the gate is 2m below the water…

Q: Draw the influence lines for the vertical reactions at supports A and C, and the shear and bending…

A: The influence lines for the vertical reactions at supports A and C, and the shear and bending moment…

Q: Q2: draw the Influence Lines for RB, GH, GD, GC, CD. F H 8m 6m 6m 6m 6m

Q: 20KN ISNm Sm 4m

Q: Construct and influence line for the point at C B 5 ftr 10 ft-

Q: :: draw the Influence Lines for RB, GH, GD, GC, CD.

Q: Draw the influence line for member CD. F G H A 3 m E B -4 panels at 4 m = 16 m

A: To draw :- ILD for member CD

Q: the ed quantities for a uniform dead load of 1.5 klf, a moving uniform blems 16.33 through 16.39, us…

Q: Construct the influence line for Qc. |P=1 2m. 3m 3m 3m 3m 3m

A: Consider the beam AB. Take the sum of vertical forces to zero. ∑Fy=0VA+VB=1…

Q: A steel propeller shaft is to transmit 4.5 MW at 3Hz without exceeding a shearing stress of…

A: Given Data: Power P=4.5 MW. Frequency f=3 Hz. Maximum Shear stress τmax=50x60 MPa. Degree of…

Q: For the beam shown below, determine the highest negative ordinate of the influence line for the…

A: Given data in question Span member length Overhanging beam To find out Maximum negative moment…

Q: Draw BMD for the following 20KN 1 Вс SFD and BMD for the Boom Diagram. 10kN/m

Q: A VA B 2n 2 m 2 m For the structure given above, 20 KN a) Draw the influence lines for VATLM2 T3 and…

A: Given,

Q: Determine the Influence Line for maximum positive Vb with moving loads. 1 B с 수 8m t * 4m 3m 3 4 567…

A: Given data:

Q: 30 kN/m I -200 kN 1.6 m Hinge 10.4 m -12 m +6m+6m-

A: Given 3 hinged arch with udl load and horizontal load.

Q: surface. Find the total oil pressure(kN) acting on one side of the gate.

A: This question has been taken from fluid mechanics:

Q: fluid é 1,500 kglm3 W= IM 8M 5 m Gate7 4M

Q: V. Construct the influence lines for Fay. Mcof the following beam.(

A: For the influence line diagram for the vertical reaction at B, 1. the value at the other support is…

Q: Draw the influence line for member BC and interpret the diagram. 15 ft B @ 20 t- 80 t-

A: The shear force and bending moment defines the elements influence on beam. The change in shear and…

Q: e beam shown will be subjected to a concentrated live load of 100 kN, a uni m and a uniformly…

Q: Draw the influence lines for the shear in panel CD and the bending moment at D of the girder with…

A: An influence diagram is a diagram that shows the difference of a specified function such as…

Q: A)Compute the ordinate of the influence line at point 16m from B for max. moment at C B) Shear at C…

Q: Sketch for the influence lines for the vertical reaction at A, shear at C and moment at C. B F6-1…

Q: C 2 kN/m 4 m A В -3 m

A: Solution Given Diagram

Q: IF Dc = 15 FT, DETERMINE THE DISTANCES DB AND DD AND THE MAXIMUM TENSION IN THE CAE 9 ft -6 ft- -6…

Q: SITUATION 4. For Items 10-11. | 60 kN 40 kN/m 120 kN • m |E im---1m-| 10. Find the maximum shear…

Q: Example 4-6: The water flows through the pipe bend with a discharge of 200LS. The bend is placed…

A: Answer We can determine the the Magnitude and Direction of the resultant force(R) on the bend by…

Q: D D A C 3m 6m 4m Draw the influence line for shear at C. Determine the equivalent maximum negative…

Q: For all problems, draw the indicated influence lines. For #1, use both the "unit load method" and…

Q: C A -5m-10m--10m+10m ompute the ordinate of the influence line at a point 16 m. from B for ax. shear…

Q: Draw the influence line for member GH and interpret the diagram. F H 15 ft A B C E 4 @20 ft = 80 ft-…

A: Finding out influence line diagram for member GH.

Q: Draw the influence line for member GH and interpret the diagram. H 15 ft A D B C E 4 @ 20 ft = 80…

A: Finding out the influence line diagram for member GH.

Q: 2. Draw the influence lines for the member JE, JK, DE, KE, H. K B A 3 m 3 m 3 m 3 m 3 m 3 m a 171 4…

A: ILD is drawn by Muller's Breslau principle. For reaction at "A", remove the support at "A" and give…

Q: 20 kN A O O FE L C 2m 4m 4m 3m Which of the following most nearly gives the maximum negative moment…

Q: Draw a rough line of influence at the main point 9tf Зт 6m Зт

A: Please mention the main point location. At where you want influence line diagram.

Q: e center of the door is 4.5 m below the dams water leve. Assuming the unit of water is 9.79 /m³,…

A: D=2.5m To find location of the center of pressure from the centroid of the door.

Q: Draw the influence line for RA, RB, shear @1-1, moment @1-1, shear @2-2, and moment @2-2 2 8 22' 30

A: Apply a 1 k unit moving load at a distance of x from end A.Use Equilibrium equations.

Q: Compute the reactions and the end moments for the frame shown belo 4.9 kN/m 16 kN B C 4 m, El FEMA…

Q: For the structure given above, (15 P) a) Draw the influence lines for VA, TM, T, and M. 20 N 10 ANm…

A: According to given data To draw the ILD for Va , T1 , M2 , T3 , and M4and also to calculate the…

Q: 5 m 5 m 2m 2 m 12 kN 4 kN 12 20 -20 -12 -4 kN Shear Diagram LLI B

A: Shear force diagram is the representation of forces on beam and their variation with respect to…

Q: Asap thank you. a. Ordinate of the influence line of RC at point D b. Ordinate of the influence line…

Q: 6 - Detemime the shear force at point B of the stnictitre shown (C,= 60 kN) 2.4KN/m B. Hinge 30m 10…

Q: Draw the influence lines for members JI, EJ and ED. L K J H 10 ft G , A లో B C D E F 10 ft →10 ft→10…

A: we have to draw ild for different sections due to unit load over tha entire structure i draw here…

Q: e hydrostatic force on the gate. 6no h: 4m, 1.698 P-

A: To find hydrostatic force acting on gate

Concept explainers

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.

Question

Q1: draw the Influence Lines for RA, RC, VE,VBL,VBR,VG, MA, MB, ME, MF.
E
A
В
2m
2m
1m
0.5m
1m
1.5m

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 3 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

Q2: draw the Influence Lines for RB, GH, GD, GC, CD. F H 8m 1 E C D 6m 6m 6m 6m +
Q2: draw the Influence Lines for RB, GH, GD, GC, CD. F H 8m RE 6m 6m 6m 6m
Q1: draw the Influence Lines for RA, RC, VE,VBL,VBR,VG, MA, MB, ME, MF. 2m 2m 1m 0.5m 1m 1.5m Q2: draw the Influence Lines for RB, GH, GD, GC, CD. F H 8m RE 6m 6m 6m 6m 1.
A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
Find all forces in member AB,BD,DE 7kN 24KN 7kN A B 0.Sm D F 000 1.5m 1.5m SkN Fig.4
ENGR 234: Statics 10-W: Simplification of Force-Moment Systems F4-19. Replace the loading system shown by a single resultant force acting at A and a single couple moment acting at A. State your answer as a resultant force magnitude and angle from the + x-axis, and as a moment magnitude with a CW/CCW designation. 900 N\30° 300 N 300N•M A 0.75 m 0.75 m 0.75 m 0.75 m Solution Strategy: 1. The planar nature of the problem lends itself to Scalar Analysis. 2. Resolve the 900 N force into its x- and y-components. 3. Using Scalar Analysis, compute the moments due to the forces: Use the Principle of Moments for the 900 force (i.e. use its components). The 300 N force already has an easily identifiable perpendicular distance to A. Keep track of the senses of these moments. 4. Determine the sense of the 300 N m couple, and then add this to the moments found in step 3 to find a single resultant moment at A. 5. Sum the forces in x and y and then combine them into a single resultant force in the…
Draw shear and banding moment 10 kN diagram 80 kN/m В A D C 4 m- 1 m'1m
40 k F 20 k 5ft E 5 ft В -5 ft -5 ft -5 ft -5 ft Determine the Vertical Reaction at A. 25 kips up 35 kips down 3 kips down 35 kips up O 3 kips up
4. For the beam shown, construct the Influence lines for Vc, VF, VG, VL, VJ, VK, VL. MA, MC, MF, ML, MJ, MK, ML. 3 m BO * I 2m m JD m 2 m 4 m EO * K 2 m m 3 m L 2 m H
The column strip with negative moment at an interior support shall be designed to resist __per cent of the total negative moment in the panel at that support. 60 80 50 O 75 90
60N LO 30 Nm, CCW 30 Nm, CW Q 270 Nm, CCW 270 Nm, CW LP L C. 1. Which of the following gives the moment of the 90.0 N-force about the center of the circular plate, 0? 44 510 N-M 2. Which of the following force and couple set acting at point O is equivalent to the given forces applied to the circular plate? 3. Which of the following single forces is equivalent to the given forces applied to the circular plate? A. B. B. 570 N-M 224 N 40° 231N 3m 150N 33.8⁰ 27.4° A P 90N LO D. А 44 1150 N-M 1150 N-M SON P 224 N 231N 33.8⁰ 27.4° P P A. LO 27.4⁰ 231 N C. 3m 33.80 231 N O O 2.28 m L D. L 56.20 224 N 33.8° 224 N A O 2.28 m 2.28 m
Calculate the forces in: U₁-L₂ U₁ - U₂ and L₁-L₂ T 3m + 3m -104, 1+ 4m 90kN que L2 90kN U3 -Am- -40kN