Problems 1.-5. Draw complete shear and moment diagrams resulting from the loads indicated for the beams...
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown in the figure below. 12 ft 8 ft Fe=20 kips Fc=15 kips
For the beams shown, draw complete shear and moment diagrams and state the values of the maximum positive and negative moments, per your assignment. Here, state what is the numerical absolute value of the maximum positive or negative moment in ft-kips? 10 kips 4 kips 0.5 kips/ft 5'-0 10'-0" 6'-0 8-0 O a) 24 Ob) 10 O c) 14 O d) 18
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
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
The 25 foot beam is loaded as shown below. a. (10 points) Draw the shear and bending moment diagrams for this beam. b. (15 points) What is the value of the maximum normal tensile and compressive stress in the beam? C. (10 points) What is the value of the maximum shear stress in the beam? 2 kips 3 kips w = 1 kip/ft VE VE 10 ft 5 ft 5 ft 5 ft 20 Beam Cross-Section
5.1-2) Moment-Distribution Beams. Determine the reactions using moment distribution and construct the shear and moment diagrams for the beam. Given: E1 = constant. 35 kips 1 kip/ft 2 kip/ft 10,-
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
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
Draw the shear and bending-moment diagrams for the beams and loadings shown (indicate position and magnitude of the maximum and minimum shear and bending moment values in the diagrams): P-2400 lb-(000 -400 bt 91- RB 24 ft
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...