A triangular distributed load of max intensity w = 410 N/m acts on beam AB. The beam is supported by a pin at A and member CD, which is connected by pins at C and D respectively. Determine the reaction forces at A and C. Enter your answers in Cartesian components. Assume the masses of both beam AB and member CD are negligible. cc BY NC SA 2016 Eric Davishahl A В

A triangular distributed load of max intensity w = 410 N/m acts on beam AB. The beam is supported by a pin at A and member CD, which is connected by pins at C and D respectively. Determine the reaction forces at A and C. Enter your answers in Cartesian components. Assume the masses of both beam AB and member CD are negligible. cc BY NC SA 2016 Eric Davishahl A В

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

Solve for Ay and By with FBD. (Please mention no.of reaction forces in supports for better understanding)
i need the answer quickly
Statically Indeterminate Problems
3) A load of 2,700 N acts on the machine part shown below. The machine part has a uniform thickness of 12 mm. Note: Point H will not be used in this problem and may be disregarded. a) Draw an FBD at showing the internal forces present at K. You may choose which side of the part to cut off. One method means you must find reactions at A and B. Choose the method that seems easier to you. b) Calculate the normal and shear stresses at point K (in MPa). [Ans. to check: = 0; ay = -10.89 MPa; Txy=-6.85 MPa] c) Draw the stress element at the point located at K. d) Calculate the normal and shear stresses if you rotate the element -20°. Draw a properly oriented stress element. 2,700 N 135 mm 60° C 50 mm 75 mm 50 mm X 40 mm # 12 mm 15 mm PH 40 mm OK y
answer 2nd question
Problem Classify each of the structures shown in Figures as externally unstable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then dete...
Subject is structural analysis Please show each steps to the question and make it easy for me to understand. Explain the diagram
A long column such as the one depicted below loaded in compression initially along its axis has a tendency to rotate. Associated with that rotation the load P imparts tipping moments that are resisted by the springs. In the configuration below the springs are connected to the rod with a frictionless slider and remain perpendicular to the rod. The pivot at O is also frictionless, and the masses of the structure are negligible. P k L k (spring) Assume that the springs are at their happy (natural/unstretched) length when 0 = 0. (a) Let the spring constant k, the lengths b, L, and d be given parameters in the problem. Find the load load P as a function of the rotation angle 0 such that the system is in static equilibrium.
Solve it
PROBLEM, 2 a) In the concrete-beam show in the figure given below indicate (by drawing) the main reinforcement steel-bars, assembly steel-bars and the stir-ups. concrete beam P2 b) Write down the conditions for an object to be in stable (static, equilibrium) position.
A bar assembly ABC is loaded with axial force 'P' is constrained at both ends. Analyze a bar element by i) ii) A Determining the reactions at either ends. Determining the reactions at either ends when the joint C is reduced by 'u' mm from wall/constraint joint C. 0.7 L Figure 1 0.5 L U
Prof that the strain on the area of Circle is equal to twice the strain of its diameter.