Question 1 (30 points) Hinge Hinge Draw the influence lines for A) reaction moment at G...
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
For the beam of Problem 8.27, determine the maximum positive and negative shears and the maximum positive and negative bending moments at point E due to a concentrated live load of 40 k, a uniformly distributed live load of 2 k/ft, and a uniformly distributed dead load of 1 k/ft. Reference: Problem 8.27 8.27 Draw the influence lines for the vertical reactions at supports B, D, and G and the reaction moment at support G of the beam shown in...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
For the beam shown in Fig. 9.5(a), determine the maximum positive and negative shears and the maximum positive and negative bending moments at point due to a concentrated live load of 90 kN, a uniformly distributed live load of 40 kN/m, and a uniformly distributed dead load of 20 kN/m. А B с 3 m - 3 m 6 m (a) cm | قمة | А с D B D A B -2 (e) Influence Line for Mc (kN-m/kN) (b)...
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...
A B C D E F 8' 8' 8' 8' 8' civil engineering Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
1. Draw influence lines for shear and moment at 15, 25, and 30 feet from the left support for a simply supported beam with a span of 60 feet. Show values of maxima. 2. Using the influence lines in part 1, determine the shear and moment at 15, 25, and 30 feet for a uniformly distributed load of 50 k/ft applied over the length of the beam required to produce the maximum shear and moment at each point. 3. Using...
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...
6b. For the beam shown (Type II), using IL diagrams, find at C (i) Maximum negative moment; and (ii) Maximum positive shear, due to concentrated Live Load of 100 kN and an uniformly distributed moving load of 50 kN/m. Dead load is 20 kN/m. (15) -2m- 4m 4 m-