P12.6 use muller-Breslau principle for this handwritten only RA4 m-HP12.16. For the floor system shown in Figure P12.16,draw the influence lines for shear between points Band C and for the moment at points C and E in thegirder.-2 m-4 m2 m 4 mB6P12.15CBD5 @ 24' 120'P12.16P12.17. For the girder in Figure P12.17, draw theinfluence lines for the reaction at A, the momentat point C, and the shear between points B and C ingirder AE.FP12.influrightbetwP12.2drawinflueAssun

NOTE : Since you have asked multiple questions, we will solve the first question for you. If you…

Answered: P12.16. For the floor system shown in…

P12.16. For the floor system shown in Figure P12.16, draw the influence lines for shear between points B and C and for the moment at points C and E in the girder.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 42P

See similar textbooks

Related questions

Q: PROBLEM 5: A compound curve has the following characteristics I₁ = 24⁰ D₁ = 6⁰ 1₂ = 36⁰ D₂ = 4°…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: A 2.0 m wide rectangular channel was carrying a flow with a velocity of 2.0 m/s. Due to sudden…

Q: An evaluation of the in situ small strain shear modulus for a clay soil at a particular depth is…

A: Maximum shear modulus, Cyclic shear strain, Plasticity index, To find: The shear modulus and…

Q: A Kaplan turbine works under a head of 22 m. and has a rotative speed of150 rpm. The diameters of…

Q: What are the most important ideals and rules of DSDM? DSDM is a good method to use when making plans…

A: DSDM (Dynamic Systems Development Method) is an agile project delivery framework that provides a set…

Q: ). A rectangular channel 15 m wide has a normal depth of 0.8. The discharge carried is 10 m³/s, what…

A: Given-

Q: What is field geology?

A: This question is related to the Engineering Geology from Civil Engineering.In this question ask…

Q: solve for member BD and member AB Indicate clearly (tension or compression ) in final answer

Q: ..The correct distance between two points is 220.45m. Using a 100m tape that is "x" m too long, the…

Q: A cup anemometer consists of two hemispherical cups of 12 cm diameter mounted in opposite directions…

Q: I, Y = Submit to m Previous Answers Request Answer

Q: Inercise:- a A cylindrical rod 100 mm 12 mm diameter of long with is subjected to a 30000 N. Assumiy…

A: To choose the suitable material that satisfies the given elongation and reduction in diameter…

Q: Determine the principal stresses and the absolute maximum shear stress developed at point A of the…

A: Applied force To find: The principal stresses and the maximum shear stress at point A.It is…

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ =4300 mm² and an…

Q: A Jet of oil of relative density 0.8 and of area 0.01 m² strikes normally on a stationary plate at a…

A: Relative density RD=0.8Area A=0.01 m2velocity v=20 m/sTo Find-The value of the force exerted on the…

Q: Consider the beam shown in (Figure 1). Suppose that M=55k-ft. EI is constant Solve this problem…

Q: 45 kN.m A 0000 15 kN/m 6 m B '1.5 m C

A: Given:Required :Diagrams for the beam

Q: 3 kN/m 3 m B 6 kN/m

Q: Design a bar screen using the following data. Peak daily flow is 42 ML/day. Coarse screen bar will…

A: Peak daily flow (Q)=42 ML/dayCoarse screen bar= 1.48 cm width , 5.90 cm clear spacingApproach…

Q: Field conditions require a highway curve to pass through a fixed point. Compute a suitable…

A: g1= -2.50%g2= + 1.50%PVI Elevation = 868 ft and station = 22+00Fixed elevation, y = 872 ft and…

Q: Fill in the blanks/identification: A detailed engineering alignment study for a proposed by pass…

A: Area on ground A=20 km x 1 kmFocal length of the camera f=152.4 mForward (longitudinal overlap l'…

Q: A solid constant-diameter shaft is subjected to the torques shown. The bearings shown allow the…

A: TA = 115 N-m TB = 320 N -m TC = 364 N-m TD = 159 N-m We have to find out the internal torque in…

Q: 600 N/m R₁ Ha 4

Q: following a.) Percent Retained on Sieve No. 40 b.) Percent Passed on Sieve No.100 c.) Commulatative…

A: sieve anlaysis is done to identify the grade of soil and to calculate soil parameters.

Q: A pipe network consists of pipeline 1 from A to B, then at B it is connected to pipelines 2 and 3,…

Q: 40kN 24KN 3m 60 kN B 3m C E 3m D T 4 m

Q: Question 8 Compute the degree of disinfection achieved within 8 minutes of addition of 10 mg/l of…

A: Time t = 8 minutes,Addition of 10 mg/l of chlorine in 50 MLD of water,Disinfection constant k =…

Q: Initial abstraction la a) The area contributing direct run off to a stream b)The degree of vetness…

A: For the first question, the correct option is:Initial abstraction la isb) The degree of wetness of a…

Q: 700 N/m Jww. A 300 N 60° 6m 300 N/m OB -6m C

Q: continuous beam of span 8 m is supported on three equal spans. The beam carries a uniformly…

A: The moment distribution method is one of the displacement methods. The moment distribution method is…

Q: A soil layer is to be compacted on a 100-ft rock surface. if the FOS against sliding along the…

Q: Pa. Determine the magnitude of the angle of twist in a

Q: Considering the beam provided: E = 29x106 psi and I = 1200 in'. 60 k -10 ft- -20 ft- -10 ft- 80 k…

A: Given :Required :Deflection under 60K loadDeflection under 80K loadMaximum deflection Value of…

Q: The ratio of the upstream depth to downstream depth in a hydraulic jump for a rectangular,…

Q: solve for reaction at hinge a. 0 b. 4.275 C. 4.725 solve for reaction at roller a. 4.725 b.0 c.…

Q: With a coefficient of friction equal to 0.019, what diameter of pipe is required to carry a flow of…

Q: A solid constant-diameter shaft is subjected to the torques shown. The bearings shown allow the…

A: Given data in question TorquesTa 115 NmTb 320 NmTc 364 NmTd 159 NmTo find out Torque in segment 2

Q: A. For the splice connection shown in Figure 2(A), determine the maximum factored load, Pu. that can…

A: bolt diameter = 1 inA325X threads are excluded from shear planethickness of inside plate = 3/4 in…

Q: The runway length after correcting for elevation and temperature is 2845 m. If the effective…

A: Given-It is needed to find the revised runway length.

Q: Problem 1: What is the degree of freedom vector for member 1? Make sure that you consider which node…

Q: 3 m L 5 kN -3 m. 4 kN B F -3 m व C +1+1+1 -3 m. E D 5m

A: Let RE and Dy are vertical reactions at E and D

Q: Consider the area shown in graph. Suppose that a=4 m, b=6 m, and k=3/8 m^-1. Locate the centroid y…

A: a=4 m, b=6 m, To find:The centroid y of the shaded area.

Q: VINY A Sted wire of 8mm diametel is used for lifting ** at it's lower end the the aa lood of 1200…

A: Diameter of steel wire = 8mmP= 1200NL= 150000mmModulus of elasticity = E = 2×10⁵N/mm²Unit weight of…

Q: The rectangular bar is connected to the support bracket with a 28-mm-diameter pin. The bar width is…

A: Diameter of the pin = 28 mmWidth of the bar = 85 mmThe thickness of the bar = 15 mmThe average shear…

Q: Analysis of data on maximum one-day rainfall depth at Madras indicated that a depth of 280 mm had a…

Q: A plate 0.05 mm distant from a fixed plate moves at 1.2 m/sec and requires a shear stress of 2.2…

A: Distance between plates y=0.05 mm=0.05x10-3 m,Velocity V=1.2 m/sShear stress To Find-The viscosity…

Q: home-owner is building a house on the outskirts of a town and is considering the alternatives…

A: NOTE:Since you have posted a question with multiple sub parts, we will provide the solution only to…

Q: SAMPLE PROBLEM Three bars, hinged at A and D and pinned at B and C as shown in the figure, form a…

A: Three bars hinged at A and D and pinned at B and C. We need to find value of load P that will…

Q: The differential equation governing the motion of a particle is given by the following differe…

Q: Using Method of Joints, Determine the force in Member DG. 10 kips 40 kips 10 kips A F B G с D H E…

A: A truss is hinged at A and the roller is supported at E.The truss is loaded with 10kips, 40 kips,…

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

P12.6 use muller-Breslau principle for this handwritten only

RA
4 m-
H
P12.16. For the floor system shown in Figure P12.16,
draw the influence lines for shear between points B
and C and for the moment at points C and E in the
girder.
-2 m-4 m2 m 4 m
B
6
P12.15
C
B
D
5 @ 24' 120'
P12.16
P12.17. For the girder in Figure P12.17, draw the
influence lines for the reaction at A, the moment
at point C, and the shear between points B and C in
girder AE.
F
P12.
influ
right
betw
P12.2
draw
influe
Assun

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: Given Data

VIEW

Step 2: ILD for shear between points B & C

VIEW

Step 3: ILD for moment at C

VIEW

Step 4: ILD for moment at E

VIEW

Solution

VIEW

Step by step

Solved in 5 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

Draw the influence lines for bar forces in mem- bers HD and HC of the truss shown in Figure P12.33. The load moves along the bottom chord of the truss. If the truss is to be designed for a uniform live load of 0.32 kip/ft that can be placed anywhere on the span in addition to a concentrated live load of 13 kips that can be positioned where it will produce the largest force, compute the maxi- mum tension and compression forces in bar HD.
Draw the influence diagram of Reaction EY and Shear at VB of the structure given below. Input below the maximum points of the influence line regardless of sign. _____ 1. Maximum point of the influence line at EY. ______2. Maximum point of the influence line at VB.
In the figure, draw the influence lines for the reactions Ax and Ay at the left pin support and the bending moment at section 1 located at the face of column AB using ONLY EQUILIBRIUM METHOD. If a uniform live of 0.8 kips/ft is applied on top of the frame, compare the bending moments at section 1 if the live load is only applied on top of the entire span BC, CD, and BD. Discussion the variations and which is the critical loading scenario
1. Draw the influence line for the vertical reaction at internal hinge C. 2. Determine the length and position of a 10kN/m uniformly distributed load that will give a maximum positive shear at C. 3. What is the moment at point D when the previous scenario happens? 4. Determine the maximum moment at D and its location when a 12kN load travels across the beam.
Draw the following influence lines: 1. Simple beam with span length, L= 5m a. All support reactions, b. Moment at 0.4L from the left support, c. Shear at 0.4L from the left support 2. Simple beam with span length, L= 5m, but with 2m left overhang a. All support reactions, b. Moment at 0.4L from the left support, c. Shear at 0.4L from the left support 3. Simple beam with span length, L= 5m but with 2m overhang at both ends a. All support reactions, b. Moment at 0.4L from the left support, c. Shear at 0.4L from the left support
Draw the influence lines for the reactions Ax and Ay at the left pin supportand the bending moment at section 1 located at the face of column AB. If a uniform liveof 0.8 kips/ft is applied on top of the frame, compare the bending moments at section 1 ifthe live load is only applied on top of the entire span BC, CD, and BD. Discussion thevariations and which is the critical loading scenario. Note: Construct the influence lines of each loaded structure by equilibrium method not muller-breslau's principle. Use the ordinates of the influence lines to calculated the load for the required member support or section.
Load moves along girder BCDE. Draw the influence lines for the reactions at supports A and D, the shear and moment at section C, and the moment at D. Point C is located directly above support A.
Draw the influence line for the shear in panel CD of the girder. Determine the maximum negative live shear in panel CD due to a uniform live load of 500 lb/ft acting on the top beams.
For the girder in Figure P12.19, draw the influence lines for the reaction at I, the shear to the right of support I, the moment at C, and the shear be- tween CE.
Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C of the beam shown infigures P8.5, use Muller-Breslau’s Principle. PLEASE REFER TO FIG. P8.5
(a) Load is applied to the three-hinged trussed arch in Figure P12.40 through the upper chord panel points by a floor beam and stringer floor system. Draw the influence lines for the horizontal and vertical reac- tions at support A and the forces or components of force in members BC, CM, and ML. (b) Assuming that the dead load of the arch and floor system can be represented by a uniform load of 4.8 kips/ft, determine the forces in bars CM and ML produced by the dead load. (c) If the live load is represented by a uniformly distributed load of 0.8 kip/ft of variable length and a concentrated load of 20 kips, determine the maximum force in bar CM produced by the live load. Consider both tension and compression. Joint E acts as a hinge.
(a) The three-hinged arch shown in Figure P12.22 has a parabolic profile. Draw the influence lines for both the horizontal and vertical reactions at A and the moment at D. (b) Compute the horizontal and vertical reactions at support A if the arch is loaded by a uniform load of 10 kN/m. (c) Compute the maximum moment at point D.