The shear force and bending moment at point D are respectively. Make the calculation memo for the question. Use the section method in point: 500 KN200 KN300 кмВED6 м4 M4м---6 Ma) 230 kN; 340kN.mb) 340KN; 500KN.mc) - 550kN; 600KN.md) 300kN; -600KN.me) 250kN ; 400KN.m

Answered: Image /qna-images/answer/d5322779-3dca-4ebe-a417-8183a762bb39.jpg

Answered: The shear force and bending moment at…

The shear force and bending moment at point D are respectively. Make the calculation memo for the question. Use the section method in point:

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: 420 mm 500 m 4 #36 80 mm

Q: Calculate the internal force in each bar for the roof truss as shown below. For each bar, indicate…

Q: Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional…

A: Given: Required: Vertical displacement at A

Q: 15 cm 7.2 ton b=24 cm

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: For the plane truss shown below, use the unit load method to determine the vertical deflection at C…

A: Given:Required:Vertical deflection at C

Q: VI. Draw the bending moment M diagrams for the structure use force method. El = constant %3D L

Q: Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm². a…

Q: A simply supported beam is loaded. Use E = 29 x 10³ ksi and I = 550inª. Using moment area method…

Q: Analyze the rigid frame given below using either the Portal Method or the Cantilever Method of…

A: Data given, P= 219 KN Let us try to solve by portal frame method.

Q: View Policies Current Attempt in Progress Determine the force in each member of the loaded truss.…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: 2 m —2m* 4 m 2m1 2m

Q: In Figure I and using Method of Sections, find the force in CD, BC and AC if the load acting at…

Q: For the simply supported displacements at E and C. values along the member

Q: A) Define the following terms: - (choose 5 only) Curb, collector streets, sight distance,…

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

Q: Find the shear and bending moment equation using integration method

A: Given: Required : Shear and moment equations using integration method

Q: 3 kN B C A -5 m -5 m-

A: Length of cantilever beam, L =10mfixed end(c) is at right side.The point load is at free end of…

Q: A beam is subjected to equal bending moments of M, 3900 N-m. The cross-sectional dimensions are…

Q: DETERMINE THE VERTICAL DISPLACEMENT OF JOINT A. EACH BAR IS MADE OF STEEL AND HAS A CROSS SECTIONAL…

Q: Problem 6: For the beam shown, compute (a) the slope and deflection at midspan and (b) the maximum…

Q: The force i am getting is 3256N and angle 32.1 please confirm your solution is correct

A: Specific gravity of oil = 0.825Flow rate, Q = 10 L/sec = 10-2 m3/secDiameter at the entry, d1 =…

Q: A simply supported beam is loaded. Use E = 29 x 10³ ksi and I = 550in⁴. Using moment area method…

Q: and (b) the maximum deflection. Draw also the e. Assume El constant. E = 200 GPa, I =

Q: A horizontal cantilever beam, made of steel, is pin-jointed with a vertical brass rod at the end B,…

A: Given data Modulus of elasticity Length Diameter Loading Deflection

Q: Problem 2. Use virtual work method and determine the following unknowns on the truss system shown…

Q: 0.9m P₁ 1.5m P2 1.2m

A: Given E=15 Gpa I= 50×106 mm4

Q: Using the method of virtual work, determine the VERTICAL displacement of joint C on the truss loaded…

A: Tension as taken as positive and compression as negative. When a member is connected with two hinge…

Q: ction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of

A: consider above figure for solution first we will convert uniformly varying load in to point load…

Q: -(e) For given triangular section derive the variation of shear stress due to transverse shear force…

Q: Problem 2. Use virtual work method and determine the following unknowns on the truss system shown…

A: Truss: Truss is a pin jointed structure subjected to loading at joint only and the truss members…

Q: The steel shaft is formed by attaching a hollow shaft to a solid shaft. Determine the maximum torque…

Q: If the shear equation is V = Ax³ + Bx² + Cx + D, which among the following is/are true? (Right minus…

Q: Analyze the given truss as shown by using Castigliano's Method. El is constant.

Q: 3. The shaft is attached to rigid fixed supports at each end. The maximum shear stress will be equal…

Q: A beam is subjected to equal bending moments of M₂ = 3800 N-m. The cross-sectional dimensions are b…

Q: Determine the reactions of the beam using Force Method Analysis. Set A is fixed, B is roller and w =…

Q: A 10 KN 10 KN 25 FIGURE 1 KN 20 KN/m 1m 8 Tm C Tm Dm E m A. What is the maximum internal shear force…

A: A. The maximum internal shear force of the beam =?B. The maximum internal bending moment of the beam…

Q: Hand

Question

The shear force and bending moment at point D are respectively. Make the calculation memo for the question. Use the section method in point:

500 KN
200 KN
300 км
В
E
D
6 м
4 M
4м--
-6 M
a) 230 kN; 340kN.m
b) 340KN; 500KN.m
c) - 550kN; 600KN.m
d) 300kN; -600KN.m
e) 250kN ; 400KN.m

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 Given

VIEW

Step 2 Calculation for shear force at D

VIEW

Step 3 Calculation for bending moment at D

VIEW

Step 4 Answer

VIEW

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

9. Write the compatibility equations for the frame in Figure 8. Support F settles downward by 8. B E Figure 8 C LL F D
Answer 9-4,Convert from english to metric units and draw FBD. Show your step by step answer with solutions
A Use the Castigliano's Method for Beams and Frames Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mmª. - 3m 29 KN D -3 m B + -3 m 4 kN Answers: •Displacement at C should be (87.75kN m³)/EI •Slope at C should be (23.25kN m²)/EI
UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Strength of Materials
The rigid frame is subjected to the distributed load and point load as shown in the diagram. IAB = 500in4 IBC = 800in4 ICD = 500in4 E = 29,000ksi Using the method of virtual work for frames, determine the horizontal deflection at roller A.
Calculate the vertical displacement (downward) at Joint C of the given truss using the method of virtual work. You can use Space Gass to compute the internal forces of the real and virtual systems without manual calculations. (Assume the cross-sectional area and modulus of elasticity of each member are constant.)
Use virtual work method. Use A = 500 mm2 and E = 200 GPa. a= 46 b= 4 c=11 Determine Horizontal displacement of joint G considering that the top chord members experience 60 oCincrease in temperature in mm. Use α = 10-6/ oC
really really need asap
Given support is pin support . Their is hinge in middle . Determine static indeterminacy using formula
Calculate for the axial force in kN at member DC of the frame shown in figure 2 using Cantilever Method. Enter absolute value and use 2 decimal places in your solution. a = 49.5 kN, b = 32.8 kN, c = 4.2 m "a" kN H wwww "c" m "b" kN C K ww. "c" m "b" kN F "c" m 4 m 5 m A = 40 x 106 mm2 A. = 60 x 106 mm? A = 40 x 106 mm² FIGURE 2
1) Find the vertical deflection at joint D in mm?
Q2: Find the angle between the vectors à and b where a = i + 2j – k and b = -i+j- 2k.