:Draw the shear force and bending moment diagram of the simply supported beam with uniformly distributed load 30kN/m.
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- A 9 − meter simply supported T-beam carries a concentrated load of 10 kN at3 meters from the left support and 16 kN at 3 meters from the right support. Overall depth ofbeam is 400 mm and the location of the neutral axis is 116.542 mm from the top of the beam.Moment of inertia is equal to 210.358 × 106 mm4 A. Determine the maximum moment using shear and moment diagram.B. Determine the locations of 40 kN. m from the left support.C. Calculate the flexural stress.M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5kips/ft is distributed along the length of the beam which is 22 ft. If the1.5kips/ft uniformly distributed load will be transformed into a singularconcentrated load, what will be the magnitude of Moment taken at pointA? What is the equivalent singular Resultant force of the loads shown?Determine the location of the resultant R from point A.For the beam shown loaded with a uniformly distributed load of 10 kN/m, a couple of 2 kN.m, and an upward 2kN load, determine the following. A is pinned, C is fixed, and B is an internal hinge. 1. Internal moment at B.2. Shear at B. (Specify the sign of shear)3 Maximum negative moment on the beam.4 Draw the qualitative deflection of the beam
- Determine the maximum ultimate positive and negative moments for the simply supported beam withan overhang under different loading patterns of live load combined with dead load. Also draw the shearand moment diagrams and calculate the location of the point of inflection. WD = 20 KN/m (including selfweight), WL = 30 KN/m.For the compound beam ABC shown, determine: •the value of the maximum negative moment at D •the value of the maximum shear just to the left of B for both a moving live load of 20kN/m (take the ordinates above the x axis as positive and below as negative)Q1 A simply supported beam of length 5m, carries a uniformly distributed load of (41kN/m) extending from the left end to a point 2m away. There is also a clockwise couple of (1200+41 kNm) applied at the centre of the beam. Draw the S.F and B.M diagrams for the beam and find the maximum bending moment Q2 Draw the S.F. and B.M. diagrams for the overhanging beam carrying uniformly distributed load of 30kN/m over the entire length and a point load of (41kN) as shown in figure. Locate the point of contraflexure. ((IN THE PICTURE OF Q.2 WHEN HE SAYS YOUR ROLL NUMBER HE MEAN 41)) Q3 Draw shear force and bending moment diagram for the following beam.
- From the given beam in the figure, using a uniform live load of 17 kN/m and a concentrated live load of 86 kN. Compute the maximum negative shear (kN, include sign) at C by influence lines. Use a = 4 m., b = 1 m., and c = 5 m. ROUND OFF TO TWO DECIMAL PLACES.A beam ABCDE is 10 m long and is simply supported at B and the extreme right-hand endE. The beam carries point loads of 50 kN on the over-hanging end at A and 60 kN at D,together with a uniformly distributed load of 40 kN/m between B and C. AB = DE =2m, and BC = 4m. If the point C is 2 mm below the level of the supports at B and E.Determine:(a) The flexural stiffness EI. (b) The deflection at the end A.For the compound beam abc shown determine the value of the maximum shear just to right of B for a moving love load of 20 kN/m
- M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.Draw the shear force and B.M. diagrams for a simply supported beam of length 8 m and carrying a uniformly distributed load of 10 kN/m for a distance of 4 m from the left end.Determine the internal normal force, shear force, andmoment at points C and D in the simply supported beam.Point D is located just to the left of the 10-kNconcentrated load.