Calculate key ordinates of the influence diagrams drawn. 1.Draw the influence line for reaction at A. 2.Draw the influ...
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...
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...
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) Draw the influence lines for the reaction force at A, the shear force at C and the moment at C. Show all the values. faA 2m 2 m 2 m 2) The Beam of problem #1 is subjected to uniform dead load 0.8 kN/m and uniform live load of 2 kN/m and a single live concentrated force of 20 kN. Determine (a) the maximum reaction force at A, (b) the maximum positive shear at point C, and (c) the...
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:...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 ft 2A 2 ft Vs ww 2.25 IL RA -0.25 1.25 0.25 IL...
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...
(Influence Line Use) Problem 2. The INFLUENCE LINES ARE GIVEN for the beam below. DRAW THE PLACEMENT OF THE LOADS AND CALCULATE THE VALUES FOR THE MAXIMUM NEGATIVE SHEAR at "B", and MAXIMUM POSITIVE MOMENT at "B" due to a concentrated point load of 1400 lb, uniform live load of 800 lb/ft, and a uniform dead load of 600 lb/ft. (12 points) B с 10 ft 6 A 2A 2 ft Vs. 2.25 IL RA -0.25 1.25 0.25 IL VB...
Question 1 (30 points) Hinge Hinge Draw the influence lines for A) reaction moment at G b) shear and bending moment at E c) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to (i concentrated live load of 160 kN, (ii) uniformly distributed live load of 28 kN/m with 2 m length