VII.The beam shown is to carry a concentrated live load of 90 kN, auniformly distributed live load of 40 kN/m, and a uniformly distributeddead load of 20 kN/m.A✦ 3mB3mс6mDraw the Influence Lines and Determine the following:a) The maximum Reaction at B &Db) The negative shear at Cc) The maximum bending moments at point CDA

Answered: Image /qna-images/answer/643677ef-1e69-4ba1-a513-a81b2cb115c8.jpg

VII.The beam shown is to carry a concentrated live load of 90 kN, a VII. The uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. A +3m B с 3m -> 6m Draw the Influence Lines and Determine the following: a) The maximum Reaction at B &D b) The negative shear at C c) The maximum bending moments at point C D

VII.The beam shown is to carry a concentrated live load of 90 kN, a VII. The uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. A +3m B с 3m -> 6m Draw the Influence Lines and Determine the following: a) The maximum Reaction at B &D b) The negative shear at C c) The maximum bending moments at point C D

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: Draw the influence line for the force in member EH of the truss shown in Figure (3), then determine…

Q: 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load=5kN/m 2m Im 3m a)Determine the maximum…

A: Given:Live uniform load = 8.5 kN/mLive load = 56 kNDead Load = 5 kN/mBeam Length = 7m (2m + 2m + 1m…

Q: E Internal hinge 2 m 2 m 2 m 2 m 2 m

Q: The beam is used to support a dead load of 2 k/ft, a live load of 2 k/ft, and a concentrated live…

A: Given DL = 2K/ft LL = 2 K/ft And, concentrated live load = 52 K Required: 4. Determine the maximum…

Q: Problem 3: For the continuous beam shown, construct the influence line for the following: 1- The…

Q: Find the max upward reaction at C in kN. Put "0" if none 45kN- Concentrated load 50kN/m- Live load…

A: we are asked to determine the maximum upward reaction at support C in KN. Due to concentrated live…

Q: (kN). w = 4 kN/m B. hinge r20 m 0 = 45° C 48.30 88.26 56.56 80

Q: Draw the influence line diagram for the force member CF and solve for the maximum force in the…

Q: 2. Draw the influence line for (a) the vertical reaction at A, (b) the shear at C, (c) the moment at…

Q: E B C D 7 m -5 m- -5 m 3 m- -3 m

Q: Maximum Vertical Reaction at C in kN - Maximum Negative Shear at B in kN. - Maximum Positive Shear…

Q: The beam supports a uniform dead load of 3kN/m, a concentrated live load of 8kN, and a uniform live…

A: Draw the ILD employing Muller Breslau principle. Then place the loading so as to maximise the…

Q: Illustrate the Influence Line and calculate the maximum positive live shear at point C in kN…

A: We will draw ILD for shear at C.

Q: Shown in the figure below, draw the following maximum responses due to a concentrated live load of…

Q: Draw the influence line for the force in member EH. Then compute the largest force that can be…

A: Given:- live load=2kN udl=0.5kN/m To find:- Influence line

Q: Draw the influence diagram of Reaction EY and Shear at VB of the structure given below. Input…

A: The influence line diagram is the representation of the beam which will act after the load is…

Q: Hinge A B D -10 ft---10 ft --- –20 ft- 20 ft- 3. What is the maximum ordinate of the influence line…

A: Given information in question Beam Internal hinge Dimensions of beam Moving UDL To find out Re Mb…

Q: pleasseee

Q: A simply supported beam has a span of 10m. A 7m long udl of 10 kN/m intensity crosses the beam from…

Q: Q3. Figure Q3 shows a continuous beam ADBC with a hinge. B 3 m 3 m 4 m 4 m Figure Q3 i. Draw the…

A: As per company's policies We are supposed to answer only first three questions Please send other…

Q: Consider the beam shown in Figure P12.46 with- out the 80 kN load. Construct the envelope of maximum…

A: Here, in this question in the given beam we have to eliminate the point load which is 80 KN, and…

Q: 1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a…

Q: In the influence line of V at D, the ordinate of this influence line at point B equals * A Hinge В D…

A: To find:- ordinate at B for ILD of V at point D.

Q: B fm fm Draw the influence line for the beam 1 Reaction at A 2 Reaction at C 3 Shear at B 4 Moment…

Q: Influence Lines 0.5 -0.5 -1 15 Location of Load (ft) 10 20 25 30 35 40 Reaction at A (unitless)

A: 1.) The expression of reaction at A due to load of 10 kips placed at 10ft is given as…

Q: For the floor beam system shown in Fig. (3) construct the influence line for: a. the vertical…

A: Given A beam Required Influence line for a. the vertical reaction at B. b. the shear at the left…

Q: IV. Determine the indicated reactions. The upper beam is supported by a roller at C which separates…

A: Finding out reaction.

Q: The beam in the figure below is subjected to a concentrated live load of 15 kN, a distributed dead…

A: Given Concentration live load = 15 kN distributed dead load= 4kN/m distributed Live load = 8kN/m

Q: Find the max upward reaction at E in kN. Put 0 if none 45kN- concentrated load 50kN/m- Live load…

Q: Find the max positive moment at B in kN. Put 0 if none 45kN- concentrated load 50kN/m- Live load…

Q: A 5 m- B -5 m-

Q: a) Develop qualitative and quantitative influence diagrams vertical reaction at C, shear at B and…

A: from Muller- ILD for reaction at C : Remove support reaction and apply unit Displacement ,…

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

VII.The beam shown is to carry a concentrated live load of 90 kN, a
uniformly distributed live load of 40 kN/m, and a uniformly distributed
dead load of 20 kN/m.
A
✦ 3m
B
3m
с
6m
Draw the Influence Lines and Determine the following:
a) The maximum Reaction at B &D
b) The negative shear at C
c) The maximum bending moments at point C
D
A

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

Please solve with solutions
APPLICATION OF INFLUENCE LINE: 1 TL. 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m Im 3m a) Determine the maximum reaction at A. b) Determine the maximum shear at D. c) Determine the maximum shear at E. d) Determine the maximum positive moment at D. e). Determine the maximum negative moment at D. f) Determine the maximum reaction at B. g) Determine the maximum reaction at C. h) Determine the maximum negative moment at E.
The beam in the figure below is subjected to a concentrated live load of 15 kN, a distributed dead load of 4 kN/m, and a distributed live load of 8 kN/m. 1- Sketch the influence line for the reaction at C. 2- Sketch the influence line for the shear just to the left of C. 3- Sketch the influence line for the moment at A. 4- Find the maximum positive moment at A due to the applied loads. 5- Find the maximum negative moment at A due to the applied loads. internal hinge C 4 m 2m 3m
Draw the influence line for reaction at E and find the max upward reaction at E in kN a= 45 kN (concentrated load) b= 50 kN/m (uniformly distributed live load) c= 23 kN/m (uniformly distributed dead load)
From the given figure; Determine the Influence line, 1) 2) 3) 4) Sm Hinge I 5m 3m 1 Hinge 3m 3m Determine the influence line for reaction at B. Determine the influence line for reaction at D. Determine the influence line for shear at E. Determine the influence line for moment at E. Determine the influence line for reaction moment at G.
If the beam carries a moving uniform load of 78 kN/m and concentrated moving load of 66 kN Using the influence line diagram, (a) determine the max. +M due to loads at C (b) det. max +V at C
Draw the influence lines for the structure shown below,mark the values at peaks. (1). A 2m D (a).reaction at point B (b).shear at point D (c).moment at point D 4m B
For the floor beam system shown in Fig. a. the vertical reaction at B. b. the moment at A. c. the reaction at the floor beam 1. construct the influence line for: 3@ 3m= 9m 2T A A 2.5 m 4 m 3I 7/1/7 B 2.5 m 4
Illustrate the Influence Line and calculate the maximum positive live shear at point C in kN subjected to 7 kN/m uniform live load, 90 kN live load and beam mass of 16 kg/m. Set L = 4 m, support A is pin and support B is roller.