40 kN 20 kN/m For the shown frame and loads, it is required to: 80 kN -Calculate reactions 6.0 m 40 kN Draw N.F.D....
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
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
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
A compound frame is subjected to a set of loads as shown in Figure 4 20 kips w= 5 kips/ft OTO Behinge Figure 4: Compound frame with UDL and point load Draw the shear and moment diagrams for each member of the frame. Hints: (1) Break the frame at hinge B to solve for all the reactions (2) Treat segment BCD as a single member
Prob. 2. The 80 kN weight is supported by the frame with members as shown in figure. The radius of the pulley is 3 m. Determine the reactions at hinge supports Cand E. Also, determine the horizontal and vertical components of the force exerted by pin at B. 3 m 9 m 80 KN 5 m— 5 m
2.12 The forces on the gusset plate shown in the figure are F! = 6.0 kN, F,-4.8 kN, F3-= 4.0 kN, and F,-8.0 kN. 12
A cantilever beam supports the applied loads and moments as shown. (a) Calculate the support reactions. (b) Use the graphical method to construct the shear-force and bending moment diagrams for the beam. Also label the values of shear-force and bending=moment at all key points. 30 kN/m 25 kN 12 kN/m 80 kN.m х A В C D E F 1 m 3 m 1 m 1 m 1 m
Extra Credit: Calculate the reactions at the supports at A and C for the frame shown. Hint: Isolate member AB or BC to solve for the horizontal reactions 2 kN 1.5 kN 1.5 m 1 m 0.5 m The reactions at the supports A is? The reactions at the supports C is?
3. For the single-storey braced frame shown below, determine the design axial loads of the members under gravity plus wind loads. All the members are pinned-connected and the self- weights of the member are included in the dead load. в, Vw Ps 200 kN V,-50 kN 6.0 m