Use Moment Area Method to solve the problems given below. 1. The propped cantilever beam is a W150 x 37.1 steel section. Determine (a) the reaction atB; and (b) the displacement at A.18 KN-3 m-AW150 x 37.f

Answered: 1. The propped cantilever beam is a…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Please help me solve my STRUCTURAL THEORY problem. Please follow the instructions strictly and please write legibly. Use only SLOPE DEFLECTION METHOD
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.250 m, b=6.50 m, PA = 60kN, and PC = 70kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.
Solve the given problem. Round off answers in all computations in 4 decimal places. Determine the moment capacity of the beam shown in the figure.
Using double integration method, solve the following for the overhanging beam shown. Use I = 60 in.* and E = 1.5 x 10 psi. 1000 lb 400 Ib/ft B D. - 6 ft 4 ft 3 ft 1. Derive the equation of the elastic curve Segment AB Slope Equation Deflection Equation Segment BC Slope Equation Deflection Equation Segment CD Slope Equation Deflection Equation 2. Compute the value of & at the right end. Maximum Deflection Location Magnitude 3. Compute the value of & at the right end. Deflection at the Right End Magnitude 4. Calculate the value of & midway between the supports. Deflection Midway Between Supports Magnitude 5. Draw the Elastic Curve 1000 lb 400 lb/ft E6 ft- + 4 ft 3 ft
A 80 N force is applied semi circular object with a 40 mm radius, as shown. Determine the moment force F makes about a point at the origin. M= ccw, cc
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E= 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. b kN/m 'm B. c kN 3m A=3.2 B=15.5 C=28 10 kN/m
Please help me with solution to Item 4 (Sub question No- 4) For the beam below: Draw the approximate deflected shape from the bending moment diagram. Develop the piecewise functions of θ(x) and v(x) using double integration. Assume EI is constant. Take x to be references from the farthest left point on the beam If w = 2 k/ft and L = 5 ft, locate the point of maximum deflection between supports A and B. Develop a variable based excel program that allows you to plot both the slope and displacement functions with x. In other words, your program should be able to take any value of w, L, E, I and x and automatically calculate deflection and slope. Print x-y scatter plots connected by smooth lines for both the deflection and slope using values of x ranging from 0 to 2L in increments of 0.5 ft. Plot the displacement in inches and slope in radians for the following cases using your program: i) w = 2 k/ft, L = 5 ft, E = 4,176,000 ksf, I = 0.073784 ft4 ii) w = 10 k/ft, L = 6 ft, E =…
, please solve soon
1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. “AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB =-12 kN/m"). 12 kN/m 5 kNm В D 1 m 0.5 m 0.5 m Figure 1.
Using Double Integration Method derive an expression for the following: a) Reaction at propped support b) Wall moment c) Mid-span deflection
Question Can Please Help Me: Structural Theory/Civil Engineering 60 minutes only the given time. Wish you could help me. I will give UPVOTE and GOOD FEEDBACK.
problem 9

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1. The propped cantilever beam is a W150 x 37.1 steel section. Determine (a) the reaction at B; and (b) the displacement at A. 18 AN LW1S0 x 37.