2. For the beams shown, draw a new picture of the beam's centerline (i.e., draw the...
For each beam, draw the shear and moment curves label the maximum values of shear and moment, locate points of inflection, and sketch the deflected shape. 200 kip. ft 170 kip. ft 100 kip ft D E
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
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1 1-(25%) Draw shear and moment diagrams for the beam shown...
(40) 2- Draw the shear and moment diagrams of the beams shown below. 3 k/ft Internat Hinge 48 ft kips 12 kips 20,1 C B 6 6 6 12k 8 k 2 k/ft 3@4 m
Problems 1.-5. Draw complete shear and moment diagrams resulting from the loads indicated for the beams shown. Show ordinates at key points and indicate the magnitude of shear and moment at these points. Calculate the maximum bending stress due to the applied loads. Beam sections are 1) L6x6x1, 2) C10x30, 3) W21x73, 4) W18x50 bent about its weak axis, 5) 8 in. extra strong pipe. Ignore the beam weight. 400 lb/ft 15 kips 15 kips (2) 13'-0" 5'-0" 6'-0" |...
Q1:(33.33%) Draw the shear and moment elragrams, hable the maximum values of shear and moment, Locate points of inflection, and sketch the deflected shape. 12 kips 15 kips kift 170 K.HU + ht test 1 & lt Q2 (33.33%) Find ye, TAC, TBC for the cable shown. 40 ft cable Length. I A 14C 10pt 15 ft 158
P- 18 kips 6' Draw the shear and moment curves for each hinge member of the frame in FigureSketch the deflected shape. Treat the shear plate connection at C as a hinge. D E g(25 Points) 12' w 6 kips/ft
The 24 ft beam shown is laterally braced at the ends and at the centerline of the beam span. The beam supports two concentrated live loads of 15 kips at the / and points. Assume 50 ksi steel and use a calculated value of Cb. You may neglect the beam self-weight. Select the lightest W-shape. As part of your answer indicate the following: Problem 3 (20 points) Member selected W X Cb Mu DMa PL PL 12 ft 6 ft...
2. (30 pts) The framework consists of three A-36 steel beams AB, CD, and BC. Each beam has a flexural rigidity EI (kip-ft?). The loading condition is shown in the figure below. (note: beams AB and CD are cantilevered beams subjected to uniform loads 5 kip/ft for 8 ft. Beam BC is a simple supported beam subjected to a force 15 kip in the middle of the beam). Appendix C of deflection charts is on the textbook. a) Calculate the...
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