Please show complete solution, 100% thumbs up GUARANTEETHEORY OF STRUCTURE (Analysis of Statically Determinate Frames) Analyze and draw the axial, shear, moment diagramand qualitative deflection of each frame.20 kN10 kN/mIC40 kNB4 mAD-8 m

To draw sfd, bmd, axial force diagrams, we need to find member forces in each member. To find member…

Answered: Analyze and draw the axial, shear,…

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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Similar questions

Draw Free body Diagram
Write the number of elements, nodes required and degree of freedom to solve following truss using FEM (Use the best node/element numbering; Do not need to solve it!) Would ANSYS be able to solve the structure with given Boundary Conditions (BC)? If not, what should be done and why?
A planar truss tower structure is shown in the figure. P. Externally determinate Q. External static indeterminacy = 1 R. External static indeterminacy = 2 S. Internally determinate T. Internal static indeterminacy =1 U. Internal static indeterminacy = 2 Which one of the following options is correct? (A) P-False, Q-True; R-False; S-False; T-False; U-True (B) P-False, Q-True; R-False; S-False; T-True; U-False Consider the following statements aboout (C) P-False, Q-False; R-True; S-False; T-False; U-True the external and internal determinacies of the truss. (D)P-True, Q-True; R-False; S-True; T- False; U-True
Why should an element subjected to maximum shear stress be oriented?
Replace the loading by an equivalent resultant force and couple moment acting at point 0. Solution Strategy:1. Break the distributed load into “primal” geometric shapes. This problem lends itself to analysis in 3 primal shapes.2. The areas below the load profiles will tell you the magnitudes of the equivalent concentrated loads.3. The position of the individual concentrated loads resulting from breaking up the given load profile will be located at the centroid of each primal.4. Once you have the equivalent concentrated loads and positions for the three primals you can find the resultant force and moment about ? in one of two ways:a. Find a single equivalent force and position (like you did for 11-W) and then relocate this single force to ?? using the techniques from topic 10.b. Use the techniques from topic 10 directly on the three equivalent concentrated loads you found in steps 2 & 3.

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Analyze and draw the axial, shear, moment diagram and qualitative deflection of each frame. 20 kN 10 kN/m IC 40 kN 8n B 4 m D- 8 m