Answered: 7 2 + 2 4 + 2 + 3 5

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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Page 6 Question 6 A cantilever beam AB of length L is subjected to a uniformly distributed load w and simply supported at the end A with a spring. Assume that El is constant and stiffness of the spring is k. (a) Determine the reaction forces at the end B of the beam shown in Figure Q6 by using the virtual-work method. (b) Describe the procedure to determine the deflection at the middle of the beam in 100 words (without actually solving the problem). O DEN5102 (2022) W L Figure Q6 B
Mc A B For the beam shown in the figure, with the depicted loading and boundary conditions, draw the shear force and bending moment diagrams – please draw your graphs with care to represent constant values, linear relationships and parabolic relationships. In your work show the reactions and respective values at A and B, the equations you obtained for shear force and bending moment distributions, and relevant values of shear force and bending moment at relevant points along the span of the beam – in your graphs. Mc = 4 kN.m P = 3 kN/m L = 1.25 m
USING CONJUGATE BEAM METHOD SOLVE THE FOLLOWING P P a LO b LO
Case 1: Uniform beam under distributed load. In the shown Figure, a uniform beam subject to a linearly increasing distributed load. The deflection y (m) can be expressed by W. (-x5 + 2L²x³ –- L*x) 120EIL y = Wo Where E is the modulus of elasticity and I is the moment beam Use the following parameters L-600 cm, E=50,000 kN/cm?, l= 30.000 cm“, w.=2.5 kN/cm, to find the requirements ertia (m*), L length (a) (r = L, y = 0) (r = 0, y = 0) (b) Plot the following quantities versus distance along the beam Moment M(x) = Eld²y/dx². Shear V(x) = Eld³y/dx³. Loading w(x) = –Eld*y/dx+.
Soove asap
A massless beam supports two weights as shown. Find W such that the supporting force at A is zero. L- L 4 4 2 826 N A B W Your answer
Hand written please
Q4. Express the group of variables length (L), kinematic viscosity (v) and velocity (V) as a dimensionless ratio. In other words, find out the dimensionless (pi) π term. Use Buckingham Pi Theorem Hep 1: variables m=3 Aep2. Choose a dimensional system MLT L=ALY V=CLT-¹) V=L²T-1
5.42 Determine by direct integration the centroid of the area shown. Determine by direct integration the centroid of the area shown. Express your answer in terms of a and b.
how to solve this one?

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