Using both equation method and area method, draw the shear and bending moment diagrams. 3 kip...
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
Problem 2 a) Draw the shear and moment diagrams ints 1.5 in. using the method of section (equation method) 200 lb 100 lb/ft 1.25 in 12 in. BX 300 lb-ft b) Determine the absolute maximum z bending stress in the beam, and sketch the stress distribution acting over the cross section. Set b 13 in. 1.5 in. 16 in. 1 ft 4 ft 1 ft
Calculate the end moments using the THREE MOMENT EQUATION method and draw the bending moment and shear force diagram. Identify the shear force and the design moments from the diagram. El = constant 70 kip/ft 140 kip 200 kip W X Y 5ft 2ft 2ft 2ft + * |
10 For beam AB, (a) draw the shear and bending-moment diagrams, the location and magn absolute value of the bending moment. l kip/ft 1 kip 2 kips Sft 4ft s ft
3) Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of x for 0 <=x<= 6 ft and 6 ft <= x <= 9 ft. 4 kip
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X A B C D E a b с For this loading, calculate the reaction forces Ay and Ey acting on the...
QUESTION 4 4. Bending Moment in a Beam Draw the shear and bending moment diagrams for the beam and loading shown. Then use the bending moment diagram to determine the bending moment in ſkip-ft] experienced by the beam at point D. 12 kips 12 kips 10 kips the С - 5 ft 5ft --- 2 ft 3 ft
4. Draw shear force & bending moment diagrams for the shown beams 30 kN 20 kN IO kN m DY E 15 kN 1 kip/ft 27 kip.ft 4.5 ft
For the following beam:
a) Derive the equations of shear-force and bending moment.
b) Draw the diagrams of shear-force and bending moment
1.0 kip/ft A C 12 ft