Determine the ffg: Support Reactions, • Shear and Moment Equations. For the last segment use the FBD of the right section, • Shear and Moment Ordinates, use Relationship between the Load, Shear & Moment Diagram, • Draw the Shear and Moment Diagrams, • If Any, Locate the Position of the Point of Zero Shear, Point of Inflection and magnitude & location of the maximum moment. L1 = 20m P1 = 7KN W1 = 9 KN/m W2 = 8 KN/m L2 = 15m P2 = 8KN W1 -L2- B PROB 02 W2

Determine the ffg: Support Reactions, • Shear and Moment Equations. For the last segment use the FBD of the right section, • Shear and Moment Ordinates, use Relationship between the Load, Shear & Moment Diagram, • Draw the Shear and Moment Diagrams, • If Any, Locate the Position of the Point of Zero Shear, Point of Inflection and magnitude & location of the maximum moment. L1 = 20m P1 = 7KN W1 = 9 KN/m W2 = 8 KN/m L2 = 15m P2 = 8KN W1 -L2- B PROB 02 W2

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

I need the answer to the question in Mechanics of Materials ACI code
Non uniform beam Flexural Rigidity that is _y(x) = fixed support on left Simple support 07 right P 2.26 meters long 141702000 6441 + 100x Find the deflection of the bean if it is uniform distributed load of under a 92 N/m TPE Nm²
Figure 4–5a shows a cantilever beam with an end load. Normally we model thisproblem by considering the left support as rigid. After testing the rigidity of thewall it was found that the translational stiffness of the wall was kt force per unitvertical deflection, and the rotational stiffness was kr moment per unit angular(radian) deflection (see Fig. 4–5b). Determine the deflection equation for the beamunder the load F.
Application and Significance of normal and shear stresses on a plane in the field of civil engineering
Internal tensile forces in a rod subjected to a uniaxial pulling load
Considering beam as axially rigid, the degree of freedom of a plane frame as shown, is
For the plane frame with overhang as shown in the figure below. Determine A Degree of static indeterminacy Static internal indeterminacy C Degree of kinematic indeterminacy by neglecting axial deformation Total degree of kinematic indeterminacy
Instruction: Determine the stability and determinacy of the following beams, frames, and trusses. (Theory of Structures)
A fixed beam is loaded with the following distributed load: qix) = 8* sin( Tx ) [N/m) XE (0,2) (m) Vhat is the magnitude of the equivalent force acting on the beam? What is the magnitude of the equivalent moment acting on the beam relative to the fixed end at x=0? [Nm]