Draw the shear force and bending moment diagrams of the beam whose span and loading condition are given in the figure. Calculate the section rotation (OA) at point A and the vertical displacement (Yc) at point C using the moment area theorem in mm. (EI = 50000 kN.m2) P=3kN L1=4m L2=1.3m A 777777 EI L1 (m) B * 2EI L2 (m) C P (KN)

Draw the shear force and bending moment diagrams of the beam whose span and loading condition are given in the figure. Calculate the section rotation (OA) at point A and the vertical displacement (Yc) at point C using the moment area theorem in mm. (EI = 50000 kN.m2) P=3kN L1=4m L2=1.3m A 777777 EI L1 (m) B * 2EI L2 (m) C P (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: INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x EACH…

A: …

Q: USING VIRTUAL WORK METHOD. CALCULATE THE FOLLOWING: Considering the fully restrained beam shown in…

Q: Problem 3 The beam shown below is subjected to the loads shown in the figure. Use the moment-area…

A: EI = ConstantDetermine the displacement at point C using moment-area method.

Q: Q3) Determine the slope at B and the maximum displacement of the beam. Use the moment-area theorems.…

A: Given Data E = 29 × 103 ksi I = 500 in4 Find the slope at B and maximum displacement of the beam…

Q: Question 1: Force vectors If FAB 1200 N, FAC = 1500 N, and FAD = 1700 N, a) determine the unit…

A: To determine Unit vector such that it is in the same sense as that of the resultant vector and…

Q: Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left…

Q: For the 3-span beam shown in Figure Q2a, use Moment Distribution Method to draw schematic of…

Q: Consider the beam given in the figure. Given: X=0.3 in, E=30,000 kips/in², and/= 240 in 4. NOTE:…

A: E = 30000 kip/in.2 I = 240 in.4 Determine the support reaction and draw the shear force and moment…

Q: EXERCISE 3.2: A pin-jointed plane truss is pinned at point A and supported on a roller at point E.…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: For the truss shown below, compute the horizontal and vertical components of displacement of joint B…

A: In the virtual work method, unit load is applied in the direction of displacement and members are…

Q: T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the…

Q: oads are: 0₁ 40° and 0₂ = 30° and the dimensions are a = 5 m, b = s to derive expressions for the…

Q: Upvote will be given. Please write the solutions legibly. Solve in 2 decimal places. 15 KN 20 KN/m…

A: A simply upported beam is loaded as followsmax shear force=?max bending moment =?

Question

Draw the shear force and bending moment diagrams of the
beam whose span and loading condition are given in the
figure. Calculate the section rotation (OA) at point A and the
vertical displacement (Yc) at point C using the moment are
theorem in mm.
(EI = 50000 kN.m2)
P=3kN
L1=4m
L2=1.3m
A
EI
L1 (m)
B
*
2EI
L2 (m)
C
P (KN)

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: Introduction

VIEW

Step 2: Reaction Calculation

VIEW

Step 3: Shear Force and Bending Moment Diagram

VIEW

Step 4: Slope and Deflection Calculation

VIEW

Solution

VIEW

Step by step

Solved in 5 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

Solve the given beam, figure 7, to draw bending moment diagram by parts at a section B and then calculate the moment of area of the M diagrams about B. (i.e. calculate AreaBC * xB ). The reaction forces are R1=83.33 N, R2=366.67 N.Figure
Show complete solution
Consider a 150-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 70 kN-m and 76 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 155 mm, b2 = 30 mm, b3 = 265 mm, d1 = 65 mm, d2 = 220 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Using the moment area method, compute the horizontal deflection of joint B for the frame structure shown below. A sketch of the deflected shape is given. Hint: compute ?B first. 20 B. EI Constant Is' 20
Use the Unit Load Method to compute the horizontal displacement AAX of joint A of the following planar frame. Assume that the frame has a roller support at A, a simple support at C, and that all members have same El. Express your answer as a positive EIAAX value (e.g. EIAX = 120). Drop any minus sign from your answer. C d4 El = constant C= 200 GPa I= 500(106) mm4 d1 d2 d3 Assume that W = 15 kN/m P = 10 kN d1 = 1.5 m d2 = 1.5 m d3 = 4 m d4 = 4 m The value of EIAAX is equal to:
The continuous beam is loaded as shown in the figure. The supports at A is pin, B, C, and D are rollers. If there has a support settlement of 18 mm at B, 33 mm at C and 16 mm at D. Use Slope- Deflection in determining the following: a. Reaction at the given supports. b. Shear and moment diagram of the beam E = 210 GPa and l=1350x106 mm4 88 KN 3.6 m 91 kN 74 kN/m 60 KN 40 kN/m D 5m A B 56 kN-m 1.5m 1.5m 1.1 C 2.4m 1.4m 7.3 m 7
Required Information Consider the beam given in the figure. Given: X= 18 kN and Eis constant. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A w = 4 kN/m 21 hinge - 6 m3 m I 6 m 3 m- Draw the shear and moment curves for the beam given in the figure.
Determine the slope at C and the deflection at B for the bar shown in the picture. Use the Double-Integration Method. Draw the shear diagram, moment diagram, and deflection shape in your process.
Please show all steps.
200 KN 3 m > (3500) A B (5000) (5000) C 3 m (5000) (3500) E (5000) (3500) 3 m 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. D
QUESTION 4: LONG QUESTIONS Which of the following forces in the Figure below has the moment about point A equals 54 Nm, Anticlockwise ..? (NB. Each section represents 9 m"). NB. Elaborate on your answer in terms of calculations. 10N 8N 34 N15 12 26 N
Consider a 155-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 65 kN-m and 72 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 145 mm, b2 = 35 mm, b3 = 235 mm, d1 = 75 mm, d2 = 205 mm, d3 = 75 mm. Determine the maximum horizontal shear stress in this segment of the beam.