2 kip/It Problem 1 - Shear and Moment Diagrams (25 pts) The beam is bolted or...
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
Problem 3 (20 pts) Draw the shear and moment diagrams for the beam, and determine the shear and moment in the beam as functions of x for 0cxe4 ft, 4 ftcx<10 ft and 10 ft <x< 14 ft 250 lb 250 lb 150 lb/ft -4ft
PLEASE SHOW WORK. WILL UPVOTE! Only need Shear & Moment Diagrams 5) A 30 foot long simply-supported beam supports the unfactored loads shown in the figure. The uniformly distributed dead load, wo, includes the self-weight of the beam, and is constant along the full beam length. Two different uniformly distributed live loads, wuu and wiz are applied as indicated. Concentrated dead, PD, and live, Pt, loads are applied as shown in the figure. Draw factored shear force and factored bending...
2. For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 3 kips 20 ft 5 ft Ay Shear hrs ) Homework Spring 2018 Page 2
For beam given below Draw the shear- and moment diagrams. Label all important values of shear and moment. nclude the conventions for shear and moment directly on the diagrams Sketch the deflected shape To reeiv leredr you mus ue astraighto sbwg ns 3 kips 12 kip-ft 4 ft 4 ft 4 ft
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
1. (28 pts) A cantilever beam is subjected to the loads as shown in the figure. Va) Draw a free-body diagram and determine the supports at point 0. b) Draw shear and moment diagrams and find the values at key points (i.e. x = 0, 6 and 10 ft). If possible, please show your calculations. c) Find shear force V(x) and bending moment M(x) for () <x<6 ft. 12 10 kip 2 kip/ft skip سے 40 kip.lt 611 4 11...
Problem 5 Three moment equation. Analyze and draw the bending moment and shear force diagrams for the following multi-span beam (typical for a roof beam of a building): Number of spans: Length of interior spans: Length of exterior spans: 0.8L Flexural stiffness Loading Supports: 4 El (same for all spans) W (uniformly-distributed load on all spans) Left support is a pin, all others are rollers.
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
2.5 kips/ft 15 kips PROBLEM 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a of the shear (b) of the bending moment. ft 3ft 6ft