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 w = 3.5 kips/ft, a-10.5 ft, and b-16.0 ft. 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.

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 w = 3.5 kips/ft, a-10.5 ft, and b-16.0 ft. 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.

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

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=6.0 ft, b=24.0 ft, P = 38 kips and w = 6.5 kips/ft. 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.Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Determine the shear force acting at each of the following locations:(a) x = 6.0- ft (i.e., just to the left of point B)(b) x = 6.0+ ft (i.e., just to the right of point B)(c) x = 28.0 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: (a) V = kips (b) V =…
Situation 3. Determine all the member forces using any method. Indicate if (T) or (C). Tabulate your answers. B A 60⁰ 450 D L E 30d 300 450 LL F G
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.
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
Considering that P = 7.5 kN for the loaded beam as shown. If the answer should be in letter/s, express it in uppercase. If asked to input a numerical answer, express it in three decimal places. Do not include the unit in the answer boxes. What is the maximum positive bending moment of the beam? How far in meters is the first point of zero shear from the hinge along the beam? Which among the following is the beam's moment diagram? A. B. 2° A 3", C. D. 2⁰ A } 10 kN/m E. 4.50 m F. 2.25 m I S kN-m m
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.
Give me right solution according to the question. Draw a member force line (shear force, bending moment) using deflection in the beam in the following figure.
Using Double Integration Method derive an expression for the following: a) Reaction at propped support b) Wall moment c) Mid-span deflection
PLEASE ANSWER CORRECTLY USE VIRTUAL WORK METHOD PROVIDE COMPLETE SOLUTIONS AND APPROPRIATE ILLUSTRATIONS BOX THE FINAL ANSWERS IN 3 DECIMAL PLACES WITH CORRECT UNITS
1. What is the load distribution in a beam whose moment distribution is as shown in the figure? 2 m A 2 m 2 m в 2 m B 26 parabolic cubic M(kN.m) slope=0 straight straight -8 slope=0 -6
problem 9
The simply supported beam AB shown in the diagram has a length L=8 m and subjected to a uniformly distributed load q = 4 kN/m, a point load P = 16 kN located at a distance a = 0.3*L m from support A and a moment M = 14 kN.m located at distance d=0.8*L m from support A. What is the value of the bending moment under the point load P. Give your answer to one decimal place. M d