Draw the Bending Moment Diagram and Deflected Shape of the beams shown 4 kN.m (1) B...
Construct the shear and bending moment diagrams and the
qualitative deflected shape for each of the beams
shown.
5.45) 20 kips 2 kips/ft Hing 10' 10' 30
Draw the Shear & Moment Diagrams and sketch the deflected shape for the beams shown below (Indicate values at points of change and minimums and maximums. Also indicate units near values or on each drawing axis) Scan or photograph when completed. Submit on Moodle as a .pdf or .jpg 10k w = 200 lb/ft 2k W = 800 lb/ft 10 ft 5 ft 5ft > 10 ft ** 5+ > 5 > M M D D
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
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 and the qualitative deflected shape for the beam shown in Fig. 5.10(a)
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
1. (60 points) Draw axial, shear, and bending moment diagrams for the frame shown below. Draw one set of P, V, and M diagrams for Column AB, one set for Beam BE, and one set for Column DF. There is a fixed support at A and applied forces and moments as shown below. 500 lb 500 lb 5 k-ft 5 k-ft D 5 k-ft B 10 10' 10' E 500 lb/ft 10' 10' 5k s tiskt 5 k-ft 1k 2....
1) Determine the reactions at the supports for the structures shown. The support at A is a Roller and the support at B is a Pin. 2.0 k/ft M 10 k- 3.0 k/ft 12 ft 25 k- 25k-Pokift 15 ft B! 1 F20ft- 2) 2 3 k/ft A beam is supported at points A, C, and E, and is loaded as shown. The support at A is fixed. The supports at C and E are rollers. Hinge-B ce Dl Hinge...
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
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