Hence apply equillibrium conditions to such
type of beams to solve these problems.
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
8 kN D 120 kN.m В vс UD A С -10 m -20 m Loading Loading Function w = w(x) Shear V =%w(x)dx Moment M = /Vdx (1) M w = M. (x-a)-2 V = M (x-a)-1 M = M,(x-a) (2) AP w = P(x-a)-1 V = P(x-a) M = P(x-a)' (3) w = wo(x-a) V = wo(x-a)' M= wo 2 (x-a)? à slope = m w = m(x-a) V = 12 (x-a)? M= m (–a); X Using Macaulay functions,...
2 kN 3 kN.m 1.5 m 1.5 m appear visually correct because the lines overlap, but the system will mark it wrong. add vertical line off delete add segment reset ? help 2 kN 3 kN m 1.5 m 1.5 m V(kN) x(m) 2 Submit Previous Answers Request Answer add vertical line off delete + add segment ▼ reset ? help 2 kN 3 kN·m 1.5 m 1.5 m M(kN·m) 14 12 10 x(m) .4 -6 .8 -10 -12 14
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Draw the shear and the moment diagram for the beam
2 kN/m 2 kN/m 18 kN.m А B 3 m 3 m
x (m) А В 2 1 1(s) 1.0 2.0 3.0 / 4.0 1. If the phase velocity or propagation of wave B is 0.50m / s to the right, the wave propagation equation is: O a. y(xt)-1.5 Cos[(T m-1)x - (2 841) O b. y(x,t) = 3.5 Cos[(2n m`-1)x - (TU S-1)] O c.y(xt) = 2.5 Sin [(T m-1)x - (2 s^-1)] O d. y(x,t) = 3.5 Cos[(21 m^-1)x + (nt 51-1)] 2. Find the phase velocity or propagation of...
find the reactions at the supports
30 kN 26 kN PA 0.3 m 45 kN.m 0.3 m CA -2 me 1 m 1 m Prob. 4-110
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m C 540 kN.m B 3 m А 1.5 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m 540 kN.m C B 3 m А 1.5 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m с 540 kN.m B 3 m A 1.5 m 3 m