Given the beam loaded as shown below, determine: (a.)Maximum shear in kN (b.)Maximum moment in kN-m. (c.)Location of the maximum moment from the left end. Internal hinged 60 KN support 100 KN E A 20 kN/m www B 2 m 2 m Cl ↓↓↓ D 2 m 2 m

Given the beam loaded as shown below, determine: (a.)Maximum shear in kN (b.)Maximum moment in kN-m. (c.)Location of the maximum moment from the left end. Internal hinged 60 KN support 100 KN E A 20 kN/m www B 2 m 2 m Cl ↓↓↓ D 2 m 2 m

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 shear and moment diagram for the beam shown below by choosing the reaction at the interior…

Q: analysis the below feame. then draw the axial shear and moment diagram for the frame.

A: Degree of Static indeterminacy, Ds Ds = number of unknown forces - number of equilibrium equations…

Q: Find out the reaction forces at fixed-end A, hinge B and rocker C

A: To find reaction at A and C and B

Q: Draw the influence lines for members DI and IJ of the truss depicted in the figure below assuming…

Q: O kN are placed on the floor beams. If the beams also sup ad of 700 Nm, determine (a) the maximum…

Q: GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is…

Q: F a a A 30° 60° AB

Q: 3 m A B 3 @ 4 m = 12 m LOAD W(LL) P(LL) SET 1 (1,2,3,4,5) SET 2 (6,7,8,9,0) 20 90 15 110 Draw the…

Q: The Warren truss loaded as shown in the figure is supported by a roller at C and a hinge at G. Find…

Q: Draw the internal force diagrams of the given structure. Use E= 200GPa, I = 95e8mm*, A=1000mm². 20…

A: Find: (a) Axial Force in ab (b) Maximum moment in the structure

Q: AA = 20 ZZ = 58 On the beam, a force of (68) kN is applied at the B point, and a counter-clockwise…

A: It is required to find reactions at A and force at C.

Q: Maximum axial force on EF.

Q: A portal frame has internal hinge in span BC as shown in figure. A point load traverses from B to C.…

A: A portal frame has internal hinge in span BC as shown in figure.A point load traverses from B to…

Q: For the frame provided, determine the following: A. The vertical component of the reaction at pin B,…

Q: 7 kN/m 7 k B -41

Q: Determine the maximum moment and shear on the figure shown:

Q: A simple beam is shown below. If P = 10(A + F + 1) and w = (C + E + 2). P KN w kN/m 2 m 2 m a.…

Q: for the truss shown in below figure. determine the reactions and the force member in BC and BF.

Q: 1. Compute the vertical reaction at D 2. Compute the vertical reaction at A 3. Compute the force…

A: CALCULATION of reaction and member forces####

Q: Calculate the support reactions at A and C Calculate the internal force at D 8m 50 kN 10m

Q: The pin at C has a diameter xx(see table below). Assume that the pin supports at C is stated at the…

Q: determine the reactions at supports A, and C? 3 m 3 m 20 kN G F E 80 kN 20 kN 4 m 40 kN A B C D 4 m…

Q: Determine the reactions at Supports A & D. There is an internal hinge at B. 550 lb/ft 250 lb/ft…

Q: M. A B E Hinge /C D L2 4 m 6 m

Q: (b) A EXAM 4 kN/m 6 m C B 4.5 m *Assume A to be rocker, B to be fixed support, and C to be internal…

A: To Determine :- Support reactions of the given structure.

Q: For the simply-supported beam and loading shown, determine the reactions at the supports.

A: take moment about the 'A'∑ MA=0

Q: Determine all the reaction components at supports A (fixed) and B (hinged), Joint C and D are…

Q: Determine the shear at point B for the beam shown. 20 kN/m A Hinge 10 m 5 m 5 m Select the correct…

Q: Analyze the beam loaded and supported as shown: Ans.: A 40 kN Ans: 2 m 6m B Hinge (a) Determine the…

A: Given: Required: Maximum shear and bending moment

Q: Please answer part a b c

A: We will consider the UDL all over the beam. and draw ILD and take area under ILD.

Q: 1000 N 3000 N 1000 N bEb 1000 N 30 B 2 m -2 m 2 m-2 m

A: 1. Reaction at A 2. Force at Member FEB 3. Compute the force in member FEF 4. Compute the Force in…

Q: 10 kN 10 kN 15 kN/m E A -B C D FIm Im 2 m Im

A: Given in question is beam with loading and it has been asked to find support reactions and Shear…

Q: For the shown cantilever. a. Find the reactions. b. Draw the shear diagram. c. Find the location of…

A: Step 1: Step 2:Step 3:Step 4:

Q: Determine the horizontal component of reaction at A

A: Arch: - It is defined as the vertical curved structure which is used to support loads from above.

Q: 100 N 800 N-m •B 5 m 5 m

Q: Find the reactions at pins A, B, C, and D as well as roller E. Members ABC and CDE are continuous…

A: Calculation of reactions at pin A,B,C,D, as well as at roller E of given structure

Q: SHOW THE FBD. SOLVE THE SUPPORT REACTIONS OF THE FOLLOWING STRUCTURE: BEAMS 4 kN/m 2 kN/m A В 3 m 3…

Q: The truss shown carries the following uniform live load and concentrated live load. F 3 m A В 3 @ 4…

Q: Figure No. 6 Given load q = 185 N/m L1 = 1.5, and L2 = 1.5 %3D -L2-

A: This problem is related to Strength of Material. In this problem we calculate Support Reactions…

Q: The beam loaded as shown is rectangular in cross-section having a width of 250 mm and a depth of 400…

A: Question need 1.Find support reaction -> Draw shear force diagram -> Draw bending moment…

Q: W1 A 10 ft 10 ft Set w1 (k/ft) A (1,2,3,4,5) B (6,7,8,9,0) 3. If the given beam has constant EI,…

Q: Problem 2: For the beam shown in Figure A. Find the reaction at support B (RB) B. Find the reaction…

A: Given data that,

Q: Determine the reaction at both supports and draw SFD.

A: Given that, A simply supported beam, q= 20kN/m P= 120KN Free body diagram:

Q: 60 kN• m |5 kN 2 kN/m 3 kN/m Hinge B 10 m 6 m 4 m 6 m 6 m

A: Given data: Hinge at B.

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Given the beam loaded as shown below,
determine:
(a.)Maximum shear in kN
(b.)Maximum
moment in kN-m.
(c.)Location
of the maximum moment from the
left end.
Internal hinged
60 KN
support
100 KN
E
A
20 kN/m
www
B
2 m
2 m
Cl
↓↓↓
D
2 m
2 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 2 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

Find the maximum positive force in member KL due to a concentrated live load of 16 kN and distributed dead load of 2 kN/m. A В C D E F G 3 m H I J K L 6 panels at 4 m = 24 m %3D
Solve for the support reactions and draw and label the SFD and BMD
Q3. Draw the shear and bending for the following: 75 kN 90 kN 80 kN-m 100 kN-m • A 6 m -2 m--2 m- 75 kN 201 10 ft A B ,,,,,,,,+*རྐ་ 0.5k/ft 25 ft
A 6019 45 kN/m * * 4 m 2m 2 m Determine the reactions at supports A, B, C using Force method C
PLS INCLUDE THE TABLE FOR B
3. Calculate reactions for the beam with internal hinges. 10 kN O SCHEMATIC 4kN/m 6m Assume A a PINNED SUPPORT, D as a PINNED SUPPORT, B and C hinge points 5m 3.5m 3.5m
Analyze the beam shown below if the loads are as follows: w 28 KN/m M 152 kN.m P 168 kN Select a. Which of the following most nearly gives the reaction at the roller support in kN Select. b. Which of the following most nearly gives the reaction at the hinge support in kN W 30°, 3m 4 m -2 m
You don't need to discuss or explain the solution; keep it simple and correct, and respond as quickly as possible.
Solve
Draw the FBD and solve for the support reactions of the beam. Please box final answer/s.
a. What are the external reaction at the position of the rocker at D, the external horizontal, vertical and resultant reactions at point A? [Solve for a value in kips, with right as positive and left as negative.] b. What is the force in member BC? c. What is the minimum possible diameter of the pin at A which is double shear and the minimum possible diameter of pin B which is single shear? [in inches]
For the truss shown, compute for the reaction at Joint B.