Draw, to any reasonable scale with straight edge and curve drawing aid, the shear and moment...
Draw, to any reasonable scale with straight edge and curve drawing aid, the shear and moment diagrams for beams A through F. Shear and moment diagrams not drawn to scale (both vertical scale and horizontal scale, correct slope, and correct curvature) the guy who made a comment below has n clue what he is talking about , this question has been answered before but I want a clear and clean answer. 10 kips 18 kips 8 kips 2.0 klf 1.0...
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
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" |...
Section 13.7 Sections of Maximum Moment 13.21 through 13.23 For the beams shown, draw complete shear and moment diagrams and state the values of the maximum positive and negative moments. 2.5 kips/ft ATT 12'-0" 6'-0" PROBLEM 13.21
(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
second drawing please Draw the shear and moment diagrams for the following beams. 20 kN 40 kN/m 150 kN m 3 m 8 kN 8 KN 15 kN/m 20 kN m 0.75 m-1 0.25 m
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
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
Please show how to calculate and draw the shear and moment diagram points. (a) (2 Points): Show that the reactions at A and Dare 17.54 kips and 4.46 kips, respectively. () (10 Points): Using the graphical solution, plot the internal shear force and bending moment diagrams. For full credit, be sure to label all graphs. 2 MASO 2.54.15 kr -15 .)(2.54) - (7. (8 tt) + 40 watt + kp (12ft) = 0 7 kips 3 kipt 40 kip-It RA+...
Wood Deck Plan: Part Π-Shear & Bending Moment Diagrams Wood Deck Framing Plan-Dimensions & Loading Uniformly Distributed Load STUDENTI "A" No. (feet) (feet) (feet) (feet)(inches) Dead Load (#/ft*) Live Load (#/ft2) 30 10 15 15 15 15 18 18 18 18 18 12 14 16 12 14 16 12 14 16 12 16 12 16 12 16 12 16 12 16 12 10 10 10 12 12 12 12 30 5 40 40 50 50 30 30 40 40 5...