B fm fm Draw the influence line for the beam 1 Reaction at A 2 Reaction at C 3 Shear at B 4 Moment at B 5 Moment at C
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- Draw the influence diagram of Reaction EY and Shear at VB of the structure given below. Input below the maximum points of the influence line regardless of sign. _____ 1. Maximum point of the influence line at EY. ______2. Maximum point of the influence line at VB.1. Draw the influence line for the vertical reaction at internal hinge C. 2. Determine the length and position of a 10kN/m uniformly distributed load that will give a maximum positive shear at C. 3. What is the moment at point D when the previous scenario happens? 4. Determine the maximum moment at D and its location when a 12kN load travels across the beam.The horizontal load P can act at any location along the length of member AC shown in Figure P12.26. Draw the influence lines for the moment and shear at section 1, and the moment at section 2.
- Load moves along girder BCDE. Draw the influence lines for the reactions at supports A and D, the shear and moment at section C, and the moment at D. Point C is located directly above support A.1. Draw the influence line for the vertical reaction at A. 2. Draw the influence line for the moment at D. 3. Determine the length of a 8kN/m uniformly distributed load that will put column AC in tension. 4. Draw the position of a 15kN concentrated load and 5 kN/m uniformly distributed load that will give the maximum compressive force to column AC. 5. Draw the position of a 15kN concentrated load and 5 kN/m uniformly distributed load that will give the minimum compressive force to column AC.Draw the influence lines for bar forces in mem- bers HD and HC of the truss shown in Figure P12.33. The load moves along the bottom chord of the truss. If the truss is to be designed for a uniform live load of 0.32 kip/ft that can be placed anywhere on the span in addition to a concentrated live load of 13 kips that can be positioned where it will produce the largest force, compute the maxi- mum tension and compression forces in bar HD.
- A simply supported beam has a span of 10m. A 7m long udl of 10 kN/m intensity crosses the beam from left to right . When the head of the load is 1m from the right support , find the support reactions , BM and SF at the mid - span using the influence line diagram.########~~~~~~~~~~~~Draw the influence lines for the vertical, shear and moment reaction at support C and E of the beam shown below.#########~~~~~~~~~~~~~~~~ Answer correctly I'll rate!a) Compute the reaction R1 in KN. b) Compute the reaction R2 in KN. c) Compute the distance from R2 where the shear is zero in mm. d) Indicate the opening of the shear diagram cuve between R1 and R2. e) Compute the maximum positive moment in the beam in KN.m.
- In the figure, draw the influence lines for the reactions Ax and Ay at the left pin support and the bending moment at section 1 located at the face of column AB using ONLY EQUILIBRIUM METHOD. If a uniform live of 0.8 kips/ft is applied on top of the frame, compare the bending moments at section 1 if the live load is only applied on top of the entire span BC, CD, and BD. Discussion the variations and which is the critical loading scenarioDraw the influence line for the shear in panel CD of the girder. Determine the maximum negative live shear in panel CD due to a uniform live load of 500 lb/ft acting on the top beams.1. What is the maximum ordinate of the influence line for reaction at E?2. What is the maximum negative moment at B due to moving load of 10 lb/ft?