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Problem Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.8-P16.14 by using the moment-distribution method 120 kN 120 kN 150 kN m--4 21 E 200 GPa 1- 500 (106 mm
the magnitude of the ground reactions at point A on the following beams. 4. Vertical force A: a. 9 kN b. 13 kN c. 10kN e12 kN 5. Moment Ma: a. 32 kN m b. 23 kN-m c. 28 kN-m d. 25 kN-nm e. 19 kN-m 55 KN 6. Vertical force A 15 kN/m a. 27.5 kN b. 63.8 kN c. 36.9 kN d. 44.2 kN e. 59.1 kN
Problem 2: For the beams shown below: 1-Calculate the reactions at the supports. 2- Draw the shear force) and the bending moment diagrams. Indicate all critical values. 800 N Internal hinge 200 N.m 4 m 120 N/m Beam A 8 m 100 KN Internal hinge 20 KN/mm 10m ←ㅡㅡㅡ + + 5 m ㅡㅡ 10m ㅡ ㅡ Beam B
1. For each of the beams shown, find reactions, draw the complete shear force and bending mo ment diagrams, determine the centroid, the moment of inertia and the maximum tensile and compressive stresses. Label all values on you dingrams and include UNITS. 2 kN/m 2 KN 15 KN-m belige B с D 2 m 1 m 1 m 2 m 2 m 0.5 m 0.06 m 0.3 m 0.6 - 0.05 m 0.05 m 0.05 m 20 kN/m 15kN 5...
Draw shear force and bending moment diagrams for the beams shown below. Use matrix methods 25kN 25 kN SkN/m | 1,1 C(Hinge) 1,1 | 1, 11 1,15
Draw the shear force and bending moment diagrams for the beams
shown
5 kN 3 kN/m 3 m 1.5 m1.5mFig. 4 3 m
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
6. For the beams and loading shown draw the shear and bending-moment diagrams and then find the maximum absolute values of the shear and bending moment. 2500 lb 60 KN 25 kN/m 500 lb /ft A c Di 5-3 ft--3--3-1-3ft Ć D -3 ft 3 ft — —3 ft 3 ft — Tam-kata2 122 m- 1 m
1- Draw shear and bending moment diagrams for the following simply supported beams, find the location and magnitude of maximum moment for each one. Show all of your calculations. 1 kN 4 KN 2 kN (7marks) 5 kN/m TITIT 40 70 70 40 40 60 A B с TI G DE All distances in cm II- 3kN 1.5 kN/m A B с RA 6m 3m Rc
could you just answer the bottom one please
1. For each of the beams shown, find reactions, draw the complete shear force and bending mo ment diagrams, determine the centroid, the moment of inertia and the maximum tensile and compressive stressess. Label all values on you diagrams and include UNITS. 2 kN/m 2 KN 15 kN-m A B с O D 2 m Im 1 m 2 πι 0.5 m 0.05 m 0.6 0.05 m 0.05 m 0.05 m 10...