Solution given below :-
Given that
the ILD for moment at 'D'
Miller - Breslau principle :-
For moment at 'D' remove the moment restraint at the section but maintain axial and shear force resistance.
The moment resistance is eliminated by inserting hinge in the structure at section location.
The deflected shape gives ILD for moment at "D".
ILD for MD :-
For maximum positive moment at "D". Uniform in lead of 5kn/m is placed in BC portion.
Maximum positive moment at ‘D’
5 x (1 / 2 x 2.5 x 10)
62.5 KNM
MPM = 62.5 KNM
9-46. Sketch the influence line for the moment at D using the Müller-Breslau principle. Determine the...
draw the influence line , use muller breslau principle
CALCULATION KEY ORDINATES OF THE influence diagrams drawn.
Q1) Draw the influence line for reaction at A.
Q2)Draw the influence line for shear D.
Q3)Draw the influence line for moment at D.
Q4)Draw the influence line for moment at C.
Q)5The live load is 100kN/m. Calculate the maximum positive and
moment that could be generated at point D to the uniform live
load
B Hinge 2 m 2 m...
a influence line question , use muller breslau principle
CALCULATION KEY ORDINATES OF THE influence diagrams drawn.
Q1) Draw the influence line for reaction at A.
Q2)Draw the influence line for shear D.
Q3)Draw the influence line for moment at D.
Q4)Draw the influence line for moment at C.
Q)5The live load is 100kN/m. Calculate the maximum positive and
moment that could be generated at point D to the uniform live
load
B Hinge 2 m 2 m...
draw the influence line , use muller breslau principle
CALCULATION KEY ORDINATES OF THE influence diagrams drawn.
Q1) Draw the influence line for reaction at A.
Q2)Draw the influence line for shear D.
Q3)Draw the influence line for moment at D.
Q4)Draw the influence line for moment at C.
Q)5The live load is 100kN/m. Calculate the maximum positive and
moment that could be generated at point D to the uniform live
load
B Hinge 2 m 2 m...
this is a stuctural analysis assignment question, abbout
influence line , use muller breslau principle.
CALCULATION KEY ORDINATES OF THE influence diagrams drawn.
Q1) Draw the influence line for reaction at A.
Q2)Draw the influence line for shear D.
Q3)Draw the influence line for moment at D.
Q4)Draw the influence line for moment at C.
Q)5The live load is 100kN/m. Calculate the maximum positive and
moment that could be generated at point D to the uniform live
load....
1. (40 pts.) HingeHinge 6 m 6 m 6 m 6 m Consider the given continuous beam above and a) Use Müller Breslau Principle and draw the influence lines of the vertical support reaction at C, shear force at B and moment at B. Calculate the ordinates at the points A, B, C, D, E, F and G. (30 pts.) e the maximum positive shear force at B considering the following loading below. Also show what will be the loading:...
Sketch (qualitatively) the influence line for (a) the vertical reaction at C, (b) the moment at B, and (c) the shear at E. In each case, indicate on a sketch of the beam where a uniform distributed live load should be placed so as to cause a maximum positive value of the corresponding force/moment investigated. Assume the beam is fixed at F. Supports at A, C, and D are rockers (roller supports) E F 4 m iTm
Sketch (qualitatively) the...
A Problem 9: Determine the influence line for member indicated for loads moving from A to G. Determine the maximum load that can be developed in the member due to a uniform 6 panels at 4 m 24 m live load of 10 kN/m,
Using muller principle, draw a 5 m 6 m a) sShear & bending moment at point C b) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to (i) concentrated live load of 150 kN (ii) uniformly distributed live load of 50 kN/m, and (iii) the uniformly distributed live load of 50 kN/m with 4 m length
12 18 - 3.0 -3.0 The moment influence line for a beam is shown above. The beam is designed to support a uniform dead load of 6 kN/m, a live load of 20 kN/m, and a concentrated live load of 40 KN The maximum negative moment is most nearly:
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...