Determine the reaction forces, axial, shear, moment diagrams and maximum displacement. (provide the calculations to approch this diagrams)
Determine the reaction forces, axial, shear, moment diagrams and maximum displacement. (provide the calculations to approch...
Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment.
-find the reaction forces at A & B.
-shear and moment diagrams
-locate where the shear is zero and bending moments are at a
maximum positive and negative. Convert any decimals to closest feet
and inches 1/8 inch.
2.0m (o. o KN 10,0 KN 2.0m 2.om
Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kN.m B Sm 5 m
Question 1) (L.0.6.1-4): Using the force method, draw the bending moment, shear force and axial force diagrams for the structure shown in Figure 1. Effects of shear and axial forces on deformation are neglected. qa? B 2a Figure 1. Question 2) (L.0.7.1-4): Using the displacement method, draw the bending moment diagram for the structure shown in Figure 2. Effects of axial and shear forces on deformation are neglected. 2qa? q qa a/2 a/2 a a/2 a/2 f + Figure 2.
4. After computing the reaction forces, draw the axial force N, shear force bending moment M diagrams for the frame below. Neatly sketch its quali deflected shape. Rigid connection Between Beam and colima 5k 80kft Pin connection Between Beam sod cohama eB 10 ft 5 ft 5 ft
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.
7.69 and 7.70 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.
calculate reaction forces at the supports. Draw shear & moment
diagrams to find the critical location.
3 kN/m III IIIII 4 m
Draw the shear and moment diagrams, and provide shear/moment
equations for the beam with
following parameters: P1 = 30 kN; P2 = 50 kN; a = 1 m; b = 3 m; c =
2 m
Draw the shear and bending moment diagrams for the beam and loading shown, and hence determine the maximum absolute values of the shear load and the bending moment.