For this problem, If the left side was kept and the right side was cut off, how would the moment at A affect the moment shear influence lines using the method of statics (equilibrium equations and moment)? Sec. 6.1-6.3hot pani6-1. Draw the influence lines for (a) the moment at C,(b) the vertical reaction at A, and (c) the shear at C. AssumeA is a fixed support. Solve this problem using the basicmethod of Sec. 6.1.6-2. Solve Prob. 6-1 using the Müller-Breslau principle.A1 mCProbs. 6-1/2-2 mB

Answered: Image /qna-images/answer/ed2d4513-0d9d-46b4-91a3-f33383a74cd3.jpg

Answered: 6-1. Draw the influence lines for (a)…

6-1. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A, and (c) the shear at C. Assume A is a fixed support. Solve this problem using the basic method of Sec. 6.1.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

how can a house be safe during earthquake source zone liquefaction hazard
1. What is the maximum value of shear in the shear diagram
Note: Complete solution with figures. Express your intermediate answers with at least FOUR decimal places. BOX your FINAL ANSWERS. The beam is shown below. Draw the influence lines using BRUTE-FORCE METHOD for the reactions at A, D and F, shear and moment at C. Place all important ordinates and dimensions in the sketch.
Problem 02. A propped cantilever beam having a span of 6 m is loaded with a uniformly distributed load of 12kN/m all throughout its unsupported length. Assume El is constant. Determine: a. The vertical reaction on the roller support in kN. b. The vertical reaction at the fixed-end support in kN. c. The horizontal reaction at the fixed end support in kN. d. The fixed-end moment in kN-m. e. The maximum deflection in terms of El. Note! A cantilever beam for which one end is fixed and other is provided support, in order to resist the deflection of the beam, is called a propped cantilever beam.
THE OVERHANGING BEAM IN THE FIGURE CARRIES A TRIANGULAR LOADING, THE INTENSITY OF WHICH VARIES FROM O TO 10 KN/M, AN UNKNOWN CONCENTRATED LOADING P, AND AN UNKNOWN UNIFORMLY DISTRIBUTED LOADING W. KNOWING THAT IT HAS BEEN EXPERIMENTALLY DETERMINED THAT THE BENDING MOMENT IS +128/9 KN MAT C AND +172/9 KN-M AT D. (A) DETERMINE THE VALUES OF P (IN KN) AND W (IN KN/M), (B) DRAW THE SHEAR AND BENDING-MOMENT DIAGRAMS. (C) DETERMINE THE LOCATION OF ZERO SHEAR FROM POINT A AND THE MAGNITUDE OF MAXIMUM MOMENT. NEGLECT THE WEIGHT OF THE BEAM. HINT: THE LOCATION OF ZERO SHEAR IS ALSO WHERE M-MAX OCCUR: W 10 kN/m A C E 2 m 2 m 2 m 2 m
For the beam presented below:a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and momentdiagrams. (Solve by expressing the internal moment in terms of vertical reactionsat A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right atthe middle of the beam (Make a sketch of the new shear diagram). W (30kN/m) , L (1.9m)
Show step by step solution
A structure is subjected to force as shown in the figure below. Assuming that the EI of the entire structure section is constant, try to analyze this structure and draw the shear curve (Shear Curve) and bending moment diagram (Moment Curve) of the beam ABCD.
Hello I really need help with this statics and dynamics question asap due in an hour please help.
Please solve for the reactions and draw the shear and moment diagram. Please show the whole solution.
A 7-meter tall post is sunk firmly into the ground. Two tension forces are applied to the top of the post as shown in the diagram below. Tension 1 has magnitude of 6 Newtons and acts horizontally. Tension 2 has a magnitude of 7 Newtons and acts 34 degrees below horizontal. What is the expected reaction moment, in N-m, at the base of the post at A? Remember positive moments act counterclockwise and negative moments act clockwise. T1 7m A Ꮎ T₂
A car depicted in figure below is moving on a simply supported beam bridge AB. The front tyre and back tyre having a load of 9kN and 7kN respectively. The distance between front and back tyre is 3m. Using (Influence line) determine the reaction support of the beam when the front tyre of the car is. a) At mid span of the beam b) On top of support