Analyze the beam shown in fig (a) using the method of least work and determine the reactions at the supports, then draw the shear force and bending moment diagram. Assume the support at A is a pin and B and C are rollers. Take EI as constant. Question 1: Analyze the beam shown in fig (a) using the method of least work and determinethe reactions at the supports, then draw the shear force and bending moment diagram. Assumethe support at A is a pin and B and C are rollers. Take El as constant.10 k2.5 k/ft国B.-10 ft---10 ft-25 ftFig. a

Consider the free body diagram of the given beam as shown below. It is an indeterminate structure.

Question 1: Analyze the beam shown in fig (a) using the method of least work and determine the reactions at the supports, then draw the shear force and bending moment diagram. Assume the support at A is a pin and B and C are rollers. Take El as constant. 10 k 2.5 k/ft -10 ft+10 ft- 25 ft Fig. a

Question 1: Analyze the beam shown in fig (a) using the method of least work and determine the reactions at the supports, then draw the shear force and bending moment diagram. Assume the support at A is a pin and B and C are rollers. Take El as constant. 10 k 2.5 k/ft -10 ft+10 ft- 25 ft Fig. a

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

شطنظ
Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29x103 ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- IAB 30 k = 600 in 18 ft B 30 k IBC= 300 in | C 12 ft-
Please give me complete right solutions. Urgenttttttt please
Determine the maximum shear stress and angle of twist (in degrees) of one tip with respect to other. The material of the component has a modulus of rigidity of 24 GPa. positive applied moments are CW when seen from E to A. Moment at A= 400 N.m Moment at B = -600 N.m Moment at C= 300 N.m Moment at D = 500 N.m Moment at E= -600 N.m L is 0.25m and Radius of the rod is 30mm
Linear Systems and Design Decisions Consider the structure in Figure 1. We will study the forces in the bars of this structure for various r. Develop the equations of static equilibrium and write them in matrix form. Take F2 N. The stiffness matrix A should be in terms of 2. Hint: The supporting structure at E is a pin and at D is a roller, the load on A is F and on B is. The length of member ED is 1m and of AD is 2m, variable z represents the length of member BD and CE. E in D 2m
1. A stepped shaft is shown, the region AB is aluminum having G = 28 GPa, and the region BC is steel, having G= 80 GPa. The aluminum portion is of solid circular cross section 45 mm diameter, and the steel region is circular with 60 mm outside diameter and 30 mm inside diameter. A clockwise torsional load of 4000 N-m is applied at B, assume ends A and Care rigidly clamped. De termine the following: a. maximum shearing stress in the aluminum b. maximum she aring stress in the steel (
For the truss shown in the figure, determine the reactions and bar forces assuming the C, as a redundant. AE is constant for all members. A
Beam AB is supported as shown in the figure. Tie rod (1) is attached at B and C with double shear pin connections, while the pin at A is attached with a single shear connection. The pins at A, B, and C each have an ultimate shear strength of 57 ksi, and tie rod (1) has a yield strength of 33 ksi. A concentrated load of P = 14 kips is applied to the beam as shown. A factor of safety of 2.4 is required for all components. Determine: (a) the minimum required diameter for tie rod (1). (b) the minimum required diameter for the double shear pins at B and C. (c) the minimum required diameter for the single shear pin at A. 6.7 8 in. 3.8ft (2) 8.5ft
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO LONG EXPLANATION NEEDED. BPX THE FINAL ANSWER. ANSWER IN 2 DECIMAL PLACES.) Given the Cantiliver Truss. Solve for the following: a. Solve for the reactions at A and B. b. Solve the force in members EF, DE, DF by using any methods.
Determine the force in member BC of the loaded truss. The force is positive if in tension, negative if in compression. 2.5 kips 3.9 kips 4.6 kips Answer: BC = i kips